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HomeMy WebLinkAbout518 Route 28 water park plans1 2 3 4 5 6 7 8 9 10 11 12 13 1 14 1 15 ARCHITECTURAL ASPHALT SHINGLES ON SYNTHETIC ROOF UNDERLAYMENT ICI WOOD ROOF TRU55 N 5/8" COX PLYWOOD ROOF SHEATHING T/Plate — — 10'-Oil — ARCHITECTS,P.C. _T/Plate 10'-Off NOT WOOD ROOF TRU55 A1Q_1C1 fl M 4X8 HARDIE50FFIT � M ALL SIDES P3 SMOOTH PANELS WITH BATTEN STRIPS P3 USE D ID O 1 x 3 FURRING @ 16" O.G. 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' ®<-° MANUFACTURER'S INSTRUCTIONS EXCEPT EXTERIOR 5IDE A.F.F. TYP. West Yarmouth , MA 02673 A202 INSTRUCTIONS — ` 6 — - 2 9L COUNTERTOP . SUPPORT ° " : ' 19 EAV E DETAIL " BRACKET. THE ORIGINAL " ° I "44. a' d 1 1/2" = 1'-0" Al IA202 GRANITE BRACKET -° `, ' J O ° , la. 1X3 FURRING SPACED 16" O.G. a'. �.a,a 2 60 - O ° `• ° FIBER REINFORCED �°°' EQ EQ Jq A202 O m I • , a .a :, a I .. , Q' . ,a ": :. PANEL (FRP1) ORROM SOLID SURFACE rh SWL — r 8" CONCRETE WALL BY ;°; ;° " 5/8" FIBER GLASS MAT FACED OU R 55 COUNTER ( 1) " , °.° ° 2 - 9 I d, " I OTHERS a . ° d GYPSUM WALL BOARD PLYWOOD SUBSTRATE PLYWOOD SUBSTRATE — _ ' ' : • = - .{ "<:- ;;.° FABRICATED GATED PER SOLID FABRICATED PER SOLID � ° ° SURFACE MANUFACTURER'S SURFACE MANUFACTURER'S p °, INSTRUCTIONS P3 INSTRUCTIONS H I I a- Pad -I - °. GOUNTERTOP SUPPORT I BRACKET. 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Y E F1 WALL SECTION — POOL SIDE F5 COUNTER DETAIL F9 COUNTER DETAIL — ADA a�t N.Y. �l OF MP 1" = 1'-011 Al /A202 1 1/2" = 1'-0" F1 /A202 1 1/2" = 1'-011 A7/A101 Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 E P5 ALL SIDES Aq A202 E A5 2'-6 A202 Al 50LID SURFACE COUNTER (551) A202 LC ASPHALT SHINGLES I � I WOOD ROOF TRU55. WOOD ROOF TRU55. REFER TO PENNANT FLAG ON METALLIC FLAG POLE. u REFER TO STRUCTURAL DRAWING5 PROVIDE FLANGE ROOF BOOT AT PENETRATION _ I O STRUCTURAL DRAWINGS THROUGH ROOF PLYWOOD SUBSTRATE — O I D 4 4 FABRICATED PER 50LID I PLYWOOD SUBSTRATE SURFACE MANUFACTURER'S FABRICATED PER SOLID INSTRUCTIONS P3 o I P3 i�jT/Plate_ _ _ _T/Plate SURFACE MANUFACTURER'S INSTRUCTIONS ' " v I 10' - 0" COUNTERTOP SUPPORT BRACKET. THE ORIGINAL = 5/4X FIBER CEMENT TRIM GRANITE BRACKET I i I (2) 2X6 STUD BLOCKING 1/2" PLYWOOD 5HEATHING P4 C I 12'-3' X 5'-0" HANGING SHELF 1 1/4" THICK 2'-3" X 5'-0 HANGING I I SHELF 1 1/4" THICK FIBER REINFORCED FIBER CEMENT SHINGLE I C F1 I SUPPORTED BY 1 1/2" SUPPORTED BY 1 1/2" A13 I PANEL(FRP1) SIDING ON WATER- = FRP1 A202 DIA. RODS PIA. RODS A202 P4 RESISTIVE BARRIER - 5" I I I I LAP EXPOSURE m I I SWL �, 11 — — I — — — — v 2 _ 9 — — — — — — — — — SWL 5/8 FIBER GLASS MAT FACED P3 T/Deck I I(ELEV 98.5' 21 - �11 Drawn Project Manager P.I.C. d ° I I I I GYPSUM WALL BOARD - CONTINUOUS WOOP I O' O" I I T/Deck T/Deck BLOCKING FOR FOOT RAIL RFB1 i Z R N R D W D (ELEV_98.5' I I ,J I ELEV 98.51)2X6 ° BRACKET d B _ 01 _ 011 _ d d 01 - 011 P.T. 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OPENING TYP. . 5/4 x FIBER CEMENT JL (3) 2x4 HEADER DOOR TRIM (P3) 6 1 /8" CASED HOLLOW METAL 1/8" STEEL PLATE WITH GAPE GOD INFLATABLE PARK NAILER DOOR FRAME (P1) LOGO ON EXTERIOR 51DE PLAHNNa" 6 1 1/2" X 1 1/2" STEEL TUBE (P2) H6 307 Washington Avenue A201 L York 12206 USA L1 WINDOW PLAN SECTION L 6 HEAD DETAIL E I L ,;., LOCKABLE GATE HARDWARE hlaanyVNew ttp //vww.DDArch com ° T: 518.463.8066 F: 518.463.8610 1 1/2" = 1'-0" E1IA201 1 1/2" _ V-0" J9 /A201 E1 E1 ------ - - - - - - - - - - - - I-0 GORNELL IRON WORKS E5C10 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A201 °. \11 A201 CAPE COD INFLATABLE COILING DOOR SYSTEM 1 3 1/2" r 2 1/2" 41/4" E GORNELL IRON WORKS E5G10 PARK fl COUNTER TOP BELOW PLUMBING HOUSING GL I COILING DOOR SYSTEM °. ° ° BAR POOL KL I I 1X FIBER CEMENT TRIM (P3) "" T/Deck K 6X6 WOOD COLUMN I I COUNTER TOP BELOW ELEV 9$.5 - 3-0 _ 1 1 � Q Q 518 Main St I ry v 3/4" STEEL 5QUARE BAR 4" West Yarmouth, MA 02673 ---------------- - - - - - - - - - - - - - - - - - O.G. (P2) 1 1/2" STEEL TUBE (P2) -� CASED HOLLOW METAL CASED HOLLOW METAL NAILER DOOR FRAME NAILER DOOR FRAME (P1) (P1) J J DOOR ELEVATION PROVIDE 2X6 AT JAMB PROVIDE 2X6 DOUBLE STUD LOCATIONS. AT ALL JAMB LOCATIONS. �J 1/2" PLYWOOD SHEATHING 5/4 X FIBER CEMENT TRIM (P3) 1/2" PLYWOOD SHEATHING 5/4 X FIBER CEMENT TRIM (P) COUNTER TOP ABOVE 1/2" = 1'-0" A7/A101 2X6 FULL HEIGHT STUD 2X6 FULL HEIGHT STUD COUNTER TOP ABOVE H H EO „B" 1, Ea "All � Ea "A„ �, EQ , B H6 JAMB DETAIL - ABOVE Al 1 1/2" = 1'-0" J9 /A201 A202 1X FIBER CEMENT DOOR TRIM 1X FIBER CEMENT DOOR TRIM — COUNTER TOP ABOVE r" 2 2' MIN 5/8" FIBER GLASS MAT FACED DDA PROJECT #21 -008 FIBERGLA55 REINFORCED PANEL I PLUMBING HOUSING CLR GYPSUM WALL BOARD 5/5" FIBER GLASS MAT FACED I 6X6 WOOD COLUMN COUNTER TOP ABOVE 5 GYPSUM WALL BOARD 3' - 0" - - - - - - - - - 5 v I FIBER REINFORCED PANEL (FRP1) 1X3 FURRING 3/4" STEEL 5OUARE BAR (2) 2X6 PARTIAL HEIGHT 5TUD 4" O.G. (P2) CASED HOLLOW METAL CASED HOLLOW METAL NAILER DOOR FRAME NAILER DOOR FRAME (P1) I I FIBER REINFORCED PANEL (FRP1) 5/8" FIBER GLASS MAT FACED 1 1/2" STEEL TUBE (P2) _ �aQ" 1 O - ALIGN (P1) :. - - GYPSUM WALL BOARD 2x WOOD STUD ZERO INTERNATIONAL #63 1/2" PLYWOOD SHEATHING ALUMINUM THRESHOLD - 4��, • j ° 2 3/8' 1 PROVIDE 2X6 AT JAMB PROVIDE 2X6 DOUBLE 5TUD_ AT ALL JAMB LOCATION5. •d 5 1/2° LOCATIONS. 5/4 X FIBER CEMENT TRIM 1/2" PLYWOOD 5HEATHING 1/2" PLYWOOD SHEATHING FIBER CEMENT SHINGLE SIDING ON WATER- - I 5/4 X FIBER CEMENT DOOR TRIM RESISTIVE BARRIER - 5" LAP EXPOSURE ° 2X6 FULL HEIGHT STUD 2X6 FULL HEIGHT STUD I ° a ° 1.0 COUNTER TOP ABOVE (2) 2X6 PARTIAL HEIGHT STUD 5/4 X G FIBER CEMENT ---� L CORNER TRIM --- -- COUNTER TOP ABOVE 13/4" I F1 I I-1 I 1=1 II —III III—III_III 1I I III —I I —I - d _ - t=III=III—Ill—III •� � "° �°.. d = 'a `a- � �. III=III=III=1 i lI—I "� ` - ". III=1 I=1 I=1 I —I I I —I E I —III —III —I E I: -•d '°� ` P I —I —I 11—III—III LCie 51/S P4 Mgd L71 E E1 JAMB DETAIL - BELOW COUNTER E9 SILL DETAIL Ell NORTH EXTERIOR ELEVATION 1 1/2" = 1'-0" H7/A101 3" _ 1'-0" / 1/4" = 1'-0" A7/A101 D EQ 7" Ea 1" Ea 1" Ea EO "B" 1,l EO „Al, Ea "Al' 7 Ea "E� 52 1"1if EQ T, EQ 1" Ea D 0 op 01d. 10 A5 Al A5 A202 A202 A202 1, o„ PRO T/Plate _ T/Plate _ _T/Plate 10'-0"MTZ� 10'H'i-0" E/ 10'-0" 5/4 x 6 FIBER CEMENT CORNER TRIM + cv — — - ALIGN c� d Drawn Project Manager 16D X 1/4" THICK LOGO COUNTER TOP WITH CONTINUOUS Z R M R D W D 'r FH VERTICAL SOLID SURFACE - --CUSTOM PAINTED STEEL DOOR g A202 - SHEET TITLE B 4k SERVICE BAR RAIL KE6WORK5 Trd,i #W901-58-KW 2" OD BRUSHED EXTERIOR = ELE 00 ec E55 STEEL VATI J = ( LEV 98.5Q' T/Deck T/Dec k0_ O N S D R ELEVATION AND _ _ ELEV 98.5') ,,� _ _ _ _ _ _ _ ELEV 98.5') n P3 P3 P4 P3 POOL FOUNDATION WALL BY OTHERS P3 P4 P3 0' - Q11 �I POOL FOUNDATION WALL BY OTHERS �_FF v DETAILS POOL FOUNDATIO 5/4 x 6 FIBER CEMENT POOL FOUNDATION WALL BY OTHERS10M A WALL BY OTHERS CORNER TRIM -�� - 9" SHEET NUMBER A Al EAST EXTERIOR ELEVATION A6 SOUTH EXTERIOR ELEVATION Al 1 WEST EXTERIOR ELEVATION A201 1/4', /4 1'-0" A7/A101 1 /4" = 1'-0" A7/A101 1 1 2 4 5 6 7 9 10 1 1 12 13 14 15 © 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. 1 2 3 4 5 6 7 1 8 9 10 1 1 12 13 1 14 15 ROOF PLAN GENERAL NOTES .� 1. REFER TO SHEETS G001 AND A001 FOR ADDITIONAL INFORMATION ON REQUIREMENT5 FOR NEw C Al WORK AND ON REQUIREMENT5 FOR NEW WORK AT EXISTING CONSTRUCTION. N A202 2. CONTRACTOR SHALL REVIEW WEATHER FORECASTS PRIOR TO START OF WORK AND REGULARLY THROUGHOUT WORK DAY, NO WORK SHALL BE STARTED IF THREAT OF RAIN OR SNOW 15 FORECAST. NO WORK SHALL BE PREFORMED IN THE RAIN OR SNOW. 3. ALL OPENINGS AND/OR PENETRATIONS SHALL BE 5EALED PER DRAWINGS AND SPECIFICATIONS FOR ARCHITECTS, P.C. N WATER TIGHTNESS. - - - - LINE OF WALL BELOW "' 4. ALL SURFACES TO RECEIVE NEW FLASHING SHALL BE GLEAN, SMOOTH, DRY, AND FREE FROM FLAWS, AR � M sk SHARP EDGES, LOOSE FOREIGN MATERIAL, OIL, AND GREASE. SHOULD SURFACE MOISTURE OCCUR, IJL!(�IJ��D _ CONTRACTOR SHALL PROVIDE NEGE55ARY EQUIPMENT TO DRY THE SURFACE PRIOR TO APPLICATION. C PENNANT FLAG ON METALLIC ROOFING SHALL NOT START UNTIL ALL DEFECTS HAVE BEEN CORRECTED. HUE IDI 0 ID I FLAG POLE. PROVIDE FLANGE 5. CONTRACTOR SHALL PROVIDE ALL MATERIALS INCLUDING SHINGLES, UNDERLAYMENT, ADHESIVES, j ROOF BOOT AT PENETRATION FLASHING, FASTENERS, METAL EDGES, ETC. FROM A SINGLE SOURCE TO GREATEST EXTENT P0551BLE THROUGH ROOF TO MAINTAIN MAXIMUM NUMBER OF COMPONENTS WITHIN THE FULL SYSTEM WARRANTY. + - - 4' COLUMN BELOW TYP. 4„-V.011 ROOF PLAN SYMBOL LEGEND 1,o„ - I 307 Washington Avenue NEw ASPHALT SHINGLE ROOF A5 MANUFACTURER: OWNS CORNING Albany, New York 12206 USA A202 f PROPUGT: DURATION SHINGLES http://www.DDArch.com NOT I COLOR: AS SELECTED BY OWNER FROM MANUFAGTURER'5 FULL RANGE UNDERLAYMENT: • SLOPES 4:12 AND GREATER: OWEN5 CORNING SYNTHETIC UNDERLAYMENT T: 518.463.8066 F: 518.463.8610 1 CAPE COD INFLATABLE USED o I I INSTALLED PER MANUFAGURTERS WRITTEN INSTRUCTIONS I PROVIDE SELF -ADHERED ICE AND WATER BARRIER ON EAVES EXTENDING UPSLOPE PARK A MINIMUM OF 24 INCHES FROM THE INTERIOR WALL LINE. I BAR POOL ' -- -- K REFLECTED CEILING PLAN GENERAL NOTES 518 Main St 1. REFER TO STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, AND ELECTRICAL DRAWINGS FOR ADDITIONAL SCOPE OF WORK. COORDINATE WORK BETWEEN TRADES. NOTIFY THE ARGHITEGT West Yarmouth MA 0267.3 IN WRITING IMMEDIATELY IF CONFLICT 15 DETERMINED, PRIOR TO START OF WORK. 2. AT LOCATIONS WHERE MECHANICAL, PLUMBING, FIRE PROTECTION, AND/OR ELECTRICAL WORK ARE SCHEDULED TO BE PERFORMED AT EXISTING CEILINGS, PROVIDE NEW, 5IMILAR CEILING MATERIALS TO Jkom MATCH EXISTING FOR AREAS AND/OR CEILING TILES THAT ARE DAMAGED AND AT OPENINGS DUE TO SCOPE OF WORK OF ANY TRADE, J 3. PLU5/MINUS (+/-) NOTATIONS MAY BE USED TO IDENTIFY BOTTOM OF CEILING FINISH ELEVATION TO ACCOUNT FOR VARIATIONS IN FIELD CONDITIONS. VERIFY ALL +/- DIMEN51ON5 DURING WORK. 4, REFER TO ROOM FINI5H SCHEDULE FOR CEILING FINISHES AND HEIGHTS OF ALL AREAS NOT INDICATED ON A601. 5. DIMENSIONS ARE TO GENTERLINE OF LIGHT FIXTURES, UNO. PLAN NORTH H 6. BALANCE BATTEN STRIP GRID LAYOUT TO OBTAIN EQUAL WIDTH CEILING PANELS AT OPPOSITE SIDES H 7. FURRING CHANNELS TO BE SPACED AT 16 O.G., MAX. H7 ROOF PLAN S. PROVIDE BLOCKING A5 REQUIRED FOR INSTALLATION OF HANGING FIXTURES, MENU BOARDS, TV MOUNTING BRAGKET5, 51GNAGE, EQUIPMENT CONTROLS, ETC. COORDINATE LOCATIONS WITH OWNER = 114" 1'-0" DDA PROJECT #21-008 G C REFLECTED CEILING PLAN SYMBOL LEGEND EQ EQ EQ EQ EQ 3' - 4" LO 4x8HARDIE50FFIT NO VENT SMOOTH WITH 1/4" X 1 1/2" BATTEN STRIP AT��; EQ EQ EQ EQ 4-01O.G. EACH WAY, COLOR: WHITE. r4y Bf?� ---------------- ® 468 E w� 6X6 WOOD COLUMNS TYP. N.Y. Or, ' - 5 1/2" c3 OG 8' - 0 1/8" Or, 3„ N 1-3" 0 T - 0 1/S" OG - 5 3/8'(,O OC OG OG OG OG GO 4X8 HARDIESOFFIT NO I # ROOM/AREA IDENTIFICATION NUMB R � E f�ipFMP 0 CV OG m ELU c� Or, D OG Ea-1 c� OG 0 N I I VENT SMOOTH PANELS stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 pG O 4" RECESSED DOWNLIGHT. REFER TO ELECTRICAL DRAWINGS I i f FLEXIBLE ARCHITECTURAL LINEAR LIGHTINGWITH LOW PROFILE, CENTER ON E BOTTOM OF WINDOW BEAM SYSTEM U.N.O., TYP. REFER TO ELECTRICAL I WINDOW BEAM SYSTEM B DRAWINGS. OG I CUSTOM WINDOW SYSTEM 0 4" RECESSED DOWNLIGHT. CENTER ON SOFFIT, U.N.O., TYP. REFER TO G ELECTRICAL DRAWINGS 1/4" SMOOTH FIBER I CEMENT SOFFIT PANEL, OG i PAINT WHITE 1 2'-3" X 5-0" HANGING D I SHELF 1 1/4" THICK I SUPPORTED BY 1 1/2" I DIA. RODS C 1/4" X 1 1/2" BATTEN I I STRIP SPACED 4'-0" O.G. I !�i I I on 01 Of 01w 1 1 C OG OG OG OG OG IG I i OG OG Or, OG OG OG i C I f - - - - - - - - - -------------------------J 3'- 4" elk EQ EQ EQ EQ It EQ it 3' - 4" Drawn Project Manager P.I.C. JZ RMR DWD C SHEET TITLE B ROOF PLAN AND REFLECTED CEILING PLAN PLAN NORTH PLAN NORTH A SHEET NUMBER A Al LIGHTING PLAN A7 REFLECTED CEILING PLAN Al 02 1/4" = 1'-0" Al�A101 1/4" = 1'-0" Al�A101 1 2 3 4 5 6 7 8 9 14 Q 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. w 3 � w � w O A EL: q'-11" OA NO A OA 7-6' AO m m Q it N � OA � cv A EQ 3, eS Q 4 - q 1/8' l' - 0 1/8" ? 1 I � I m O OG G Q I I � I I 1 OG 1 1 I OG I � I I I G I O 1 OG EQ I � I I m I G O 1 ONot o ' I I O A EQ OA 5' - 0" L# O EQ A Q10 10 OA N A O 0 AO 1 2 3 4 ( 5 6 ( 7 8 9 10 11 12 13 ( 14 ( 15 NI MI L KI iI HI 0 E E D C B A POOL V BY OTH ✓a � I I v I - Cl IG Cl TT✓ __1'lei' IG lJli. 5-101 SCALE: 1/2" = 1'-0" EACH WAY 2'-O" g FOUNDATION FLAN SCALE: 1/2" = 1'-0" 6" x 6" WOOD GOLUMI SEE ARCH. DRAWING6 FOR WALL DETAIL (2) 2" x 6" TOP PLATE 2 x 65 @ 16" Or FIN. FL. ELEV. HALL DETA I L C c B 10'-3"± 10'-3" "xli_1" 8 )-LAM TYPICAL 6" WOOD COLUMN GAL 2 x 8@ 16" OG. I MONO PITCH ROOF 1 2 x 8® 16" OG. TRUSSES C) 24" OG. ROOF FRAM I NC FLAN (2) 2" x 6" SILL PLATE W/ g" 0 ANCHORS 4'-0"OG. SCALE: 1/4" = 1'-0" WOOD FRAME KNEEWALL SEE ARCH. DRAWINGS FOR DETAILS 6" x 6" WOOD COLUMN 10 x 12 x 4" B.P. W/ 8" " x 12 BENT PLATE (2) 4" THRI (4) 4" A.B. E3ASE PLATE DETAIL (2 LOGATIOW JOl SCALE: 1/2" = 1'-0" 5-101 SCALE: 1/2" = 1'-0" � qn EXISTING / PROPOSED POOL WALL a a 6" x 6" WOOD COLUMN ,A 4" x 10" x 4" B.P. WITH — x 12" BENT PLATE EACH SIDE 2) 3" THRU-BOLTS 6 x 6 WOOD COLUMN 12" x GONG. PIER 4 d a TOP PIER ELEV. ci8'-6" a.. e. (3) 4" ANCHOR BOLTS 2'-0" x 2'-0" x 12" 51MPSON COLUMN GONG. FOOTING BASE GB66 OR EG2UAL LINE OF WOOD FRAME KNEEWALL I BASE PLATE DETAIL @ GORNERS (2 LOGATION5) SCALE: I" = 1'-0" IC,3C GOLUMN E?ETA I L IB,2A 5-101 SCALE: 1" = 1'-0" 1 0 ARCH ITECTS,P.C. AIRICHVECUURE ■ 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 CAPE COD INFLATABLE PARK BAR POOL 512 MAIN STREET WEST YARMOUTH, MA 02673 CIVIL ENGINEERING .SURVEYING TRANSPORTATION .ENVIRONMENTAL 1150 Pawtucket Avenue Rumford, 6 Cgiock(401) 434-88804-8880 LTD. www.cwltd.net DDA PROJECT # ALL1A g g $H a 5, 3 L��� Stamp SYMB ISSUED FOR BY DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn Project Manager P.I.C. SHEET TITLE FOUNDATION / ROOF FRAMING PLAN & DETAILS BAR POOL SHEET NUMBER S-101 N 1N L K J H IN E E D C B A 1 2 3 4 5 6 7 8 10 1 1 12 13 14 ( 15 ® 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. 1 2 3 1 4 5 6 1 7 8 9 10 11 12 13 14 15 -RID/\ ARC HITETS.C. !fp AID-ICHffECUURE ■ PLAHHHO 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK BAR POOL 512 MAIN STREET WEST YARMOUTH, MA 02673 tt 3�2� ✓5 EN aNEEP NG MochamcallEiectrica! Engineering Cansultart-s t:spiYal Divtric': Rpchester i Eutsaia I Syracu,:e 4313 ;I,A I E RCET, yl3ITE 610 SGHEil;:^. T kD,. NY 123D OF a goa JA MES �e CHATELLE` O 'ELECTR{CAL N0.4852$ AL DDA PR JECT #21-008 Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn C J E Project Manager EAE i P.I.C. SZE SHEET TITLE ELECTRICAL POWER AND LIGHTING PLAN SHEET NUMBER El @1 1 2 I 3 4 5 6 7 Q I 9 1 0 I 1 1 1 2 1 3 1 4 1 5 I O 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. N M L K J H G F E D C B A 1 2 3 SECTION 260526 - GROUNDING PART GENERAL 1.1 DESCRIPTION N A. PROVIDE GROUNDING SYSTEM EQUAL TO OR EXCEEDING THE REQUIREMENTS OF NEC AND AS INDICATED IN THE CONTRACT DOCUMENTS. RACEWAY SYSTEM WHICH INCLUDES METAL CONDUIT, WIREWAYS, PULLBOXES, JUNCTION BOXES, BUSWAY, WIRE WAYS, CABLE TRAYS, ENCLOSURES, MOTOR FRAMES, ETC., SHALL BE MADE TO FORM A CONTINUOUS, CONDUCTING PERMANENT GROUND CIRCUIT OF THE LOWEST PRACTICAL IMPEDANCE TO ENHANCE THE SAFE CONDUCTION OF GROUND FAULT CURRENTS AND TO PREVENT OBJECTIONABLE DIFFERENCES IN VOLTAGE BETWEEN METAL NONLOAD CURRENT CARRYING PARTS OF THE ELECTRICAL SYSTEM. B. PROVIDE SOLID GROUNDING OF BUILDING STRUCTURES AND ELECTRICAL AND COMMUNICATIONS SYSTEMS AND EQUIPMENT. IT INCLUDES BASIC REQUIREMENTS M FOR GROUNDING FOR PROTECTION OF LIFE, EQUIPMENT, CIRCUITS AND SYSTEMS. TYPES OF GROUNDING SYSTEMS INCLUDE THE FOLLOWING: 1. ELECTRICAL SERVICE AND TRANSFORMER GROUNDING 2. BUILDING GROUNDING 3. EQUIPMENT ROOM GROUND TERMINAL BAR 4. ELECTRICAL EQUIPMENT GROUNDING 1.2 QUALITY ASSURANCE A. ALL METHODS OF CONSTRUCTION, DETAILS OF WORKMANSHIP THAT ARE NOT SPECIFICALLY DESCRIBED OR INDICATED IN THE CONTRACT DOCUMENTS, SHALL BE L SUBJECT TO THE CONTROL AND APPROVAL OF THE OWNER'S REPRESENTATIVE. EQUIPMENT AND MATERIALS SHALL BE OF THE QUALITY AND MANUFACTURE INDICATED IN THEIR RESPECTIVE SECTIONS OF THE SPECIFICATIONS. THE EQUIPMENT SPECIFIED IS BASED UPON THE ACCEPTABLE MANUFACTURERS LISTED. EQUIPMENT TYPES, DEVICE RATINGS, DIMENSIONS. ETC., CORRESPOND TO THE NOMENCLATURE DICTATED BY THOSE MANUFACTURERS. WHERE"OR EQUAL" IS STATED, EQUIPMENT SHALL BE EQUIVALENT IN EVERY WAY TO THAT OF THE EQUIPMENT SPECIFIED AND SUBJECT TO APPROVAL. ALL EQUIPMENT SHALL BE TESTED AT THE FACTORY. UNLESS SPECIFIED ELSEWHERE, STANDARD FACTORY INSPECTION AND OPERATIONAL TESTS WILL BE ACCEPTABLE. B. ELECTRICAL COMPONENTS, DEVICES AND ACCESSORIES: LISTED AND LABELED AS K DEFINED IN THE NEC BY NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL) AND MARKED FOR INTENDED USE. C. COMPLY WITH UL 467 FOR GROUNDING AND BONDING MATERIALS AND EQUIPMENT. 1.3 REQUIREMENTS A. GROUNDING CONDUCTORS, BONDING CONDUCTORS, JUMPERS, GROUNDED CONDUCTORS, ETC. SHALL BE SIZED IN ACCORDANCE WITH THE NEC. B. EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE J MANUFACTURER'S RECOMMENDATIONS. 1.4 SUBMITTALS A. PROVIDE SUBMITTALS FOR THE FOLLOWING: 1. GROUND RODS AND CONNECTORS. 2. BUILDING GROUND RESISTANCE TEST RESULTS. PART 2 - PRODUCTS .1 MATERIALS A. CONDUCTORS: 1. EXPOSED GROUNDING COMPONENTS SUCH AS BARS, STRAPS, CABLES, FLEXIBLE JUMPERS, BRAIDS, SHUNTS, ETC., SHALL BE BARE COPPER UNLESS OTHERWISE INDICATED. 2. GROUNDING CONDUCTORS IN RACEWAY WITH 600V CIRCUITING SHALL BE INSULATED TO MATCH THE CIRCUIT CONDUCTORS WITH GREEN COLOR. 3. GROUNDING CONDUCTORS USED WITH SYSTEM VOLTAGE GREATER THAN G 1000V SHALL BE BARE UNLESS OTHERWISE INDICATED. 4. GROUNDING CONDUCTOR SIZE SHALL BE AS INDICATED OR AS REQUIRED BY THE NEC WHICHEVER IS LARGER, STRANDED, SOFT DRAWN OR SOFT ANNEALED COPPER, UNLESS OTHERWISE INDICATED. SIZING SHALL TAKE INTO ACCOUNT CIRCUIT VOLTAGE DROP. 5. ACCEPTABLE MANUFACTURERS: a. SAME MAKE AS FOR 600 VOLT CONDUCTORS. B. GROUND RODS: E 1. PROVIDE SOLID COPPER OR COPPER CLAD STEEL CYLINDRICAL RODS, 3/4 IN. MINIMUM DIAMETER AND MINIMUM 10 FT. LONG WITH POINTED END. PROVIDE UNITS SUITABLE FOR EXTENSION CONNECTION WHEN GROUND RODS LONGER THAN 10 FT. ARE INDICATED. 2. ACCEPTABLE MANUFACTURERS: a. COPPERWELD b. ERICO C. BURNDY d. APPROVED EQUAL. E C. CONNECTORS, CLAMPS AND TERMINALS: 1. MECHANICAL CONNECTORS AND CLAMPS SHALL BE MADE OF COPPER ALLOY OR SILICON BRONZE. SOLDERLESS COMPRESSION TERMINALS SHALL BE COPPER, LONG -BARREL, NEMA TWO BOLT. BOLTS AND WASHERS (BELLEVILLE) SHALL BE OF COMPARABLE MATERIAL OR STAINLESS STEEL. a. ACCEPTABLE MANUFACTURERS: 1) BURNDY 2) HUBBELL ANDERSON CORP. D 3) THOMAS & BETTS 4) APPROVED EQUAL 2. EXOTHERMIC WELDS: a. PROVIDE EXOTHERMIC WELDS DESIGNED FOR SIZE AND TYPE OF INTENDED CABLE, RODS, STRUCTURE, ETC. SOLDER PROHIBITED FOR CONNECTIONS, EXCEPT FOR MEDIUM AND HIGH VOLTAGE CABLE METALLIC TAPE SHIELDS (UTILIZE MECHANICAL AND SOLDER). b. ACCEPTABLE MANUFACTURERS: G 1) ERICO "CADWELD" 2) BURNDY "THERMOWELD" 3) APPROVED EQUAL 3. PIPE CLAMP: a. PIPE CLAMP FOR BONDING TO PIPE TYPE ELECTRODE (WATER PIPE, ETC.) SHALL BE A SUITABLY SIZED COPPER ALLOY CLAMP. b. ACCEPTABLE MANUFACTURERS: 1) BURNDY GAR-BU B 2) O-Z GEDNEY TYPE CG 3) BURNDY "DURIUM" 4) AFL GLOBAL "EVERDUR" 5) APPROVED EQUAL 4. FLEXIBLE STRAP: a. FLEXIBLE GROUNDING STRAPS SHALL BE OF BRAIDED HIGH CONDUCTIVITY COPPER WITH TWO HOLE CONNECTOR. STRAP SHALL HAVE EQUAL TO OR GREATER THAN AMPACITY OF THE SYSTEM IT IS BONDING TO. STRAP SHALL PROVIDE FLEXIBILITY IN ALL DIRECTIONS WHEN INSTALLED PROPERLY. A b. ACCEPTABLE MANUFACTURERS: 1) BURNDY 2) OZ GEDNEY 3) APPROVED EQUAL 1 2 3 4 5 6 7 8 9 10 11 PART 3 - EXECUTION 3. BOND EACH ABOVEGROUND PORTION OF GAS PIPING SYSTEM DOWNSTREAM FROM EQUIPMENT SHUTOFF VALVE. 3.1 INSTALLATION J. UNDERGROUND DISTRIBUTION: A. GROUNDING CONDUCTORS: 1. MANHOLES AND HANDHOLES: PROVIDE A DRIVEN GROUND ROD THROUGH 1. PROVIDE GROUNDING CONDUCTOR(S) WITH ALL POWER CIRCUITS. OPENING IN THE FLOOR/BOTTOM WITH 4 IN. EXPOSED. IF NECESSARY DUE TO CONDUCTOR SHALL BE SIZED AS INDICATED OR AS REQUIRED BY THE NEC AS THE SITE CONDITIONS, INSTALL THE GROUND ROD PRIOR TO A MINIMUM AND SHALL BE TERMINATED ON THE EQUIPMENT, DEVICE, MANHOLE/HANDHOLE INSTALLATION AND PROVIDE A #1/OAWG BARE ENCLOSURE, ETC. GROUNDING TERMINAL. CONDUCTOR SIZE SHALL BE FOR CONDUCTOR FROM THE GROUND ROD WITH AN EXOTHERMIC CONNECTION IN THE ENTIRE LENGTH UNLESS APPROVED BY THE ENGINEER WHERE THE MANHOLE/HANDHOLE. SEAL THE OPENING WITH WATERPROOF OVERSIZED FOR VOLTAGE DROP. NONSHRINKING GROUT. 2. CONDUCTORS ABOVE GRADE TO GROUND ELECTRODES (WATER PIPING, 2. BOND EXPOSED PARTS WITHIN MANHOLE/HANDHOLE SUCH AS INSERTS, STRUCTURAL COLUMN, ETC.) AND TO EQUIPMENT (SERVICE ENTRANCE, PULLING RINGS, CABLE RACKS, LADDERS AND CABLE SHIELDS TO THE GROUND BARS, GROUND HALOS, ETC.) SHALL BE INSTALLED IN METALLIC GROUND ROD WITH #2AWG BARE CONDUCTOR MINIMUM. CONDUCTORS CONDUIT WITH ENDS BONDED TO THE CONDUIT. SHALL BE NEATLY INSTALLED AROUND THE PERIMETER OF THE UNIT AND SUPPORT 3 FT. ON CENTER WITH NON -CORROSIVE SUPPORT AND HARDWARE. 3. GROUNDING CONDUCTORS SHALL BE INSTALLED TO HAVE A MINIMUM RADIUS OF 3 IN. 3.2 TESTS 4. GROUNDING CONDUCTORS IN A RACEWAY SYSTEM SHALL BE A. TEST THE BUILDING GROUND SYSTEM BEFORE BACKFILLING TO ENSURE CONTINUITY TERMINATED/BONDED TO EACH BOX, CABINET, ENCLOSURE, ETC. THROUGH AND DETERMINE SYSTEM RESISTANCE VALUE. WHICH IT PASSES OR TERMINATES. B. TESTING PROCEDURE SHALL BE A FALL OF POTENTIAL TYPE WITH A MOVING 5. GROUNDING CONDUCTORS ROUTED WITH UNDERGROUND CIRCUITS SHALL BE AUXILIARY ELECTRODE IN ACCORDANCE WITH IEEE STANDARD 142 AND BONDED TO EACH GROUND ELECTRODE AND METALLIC CABLE SUPPORT REVIEWED/APPROVED BY THE ENGINEER. SUFFICIENT TEST POINTS SHALL BE TAKEN SYSTEM WITHIN THE RACEWAY SYSTEM INCLUDING PULL AND ACCESS FOR ACCURATE RESISTANCE VALUE. LOCATIONS. C. MAKE RESISTANCE MEASUREMENTS IN DRY WEATHER, NO EARLIER THAN 48 HOURS 6. STRANDED CONDUCTORS PENETRATING VAPOR BARRIERS, FOUNDATIONS, AFTER RAINFALL. PROVIDE TABULATED TEST RESULTS INDICATING DISTANCE SLAB ON GRADE AND WATER STOP MEMBRANES SHALL HAVE THE BETWEEN RODS AND RESISTANCE READINGS ON A PLOTTED GRAPH. INTERSTITIAL SPACES BETWEEN STRANDS FILLED WITH SOLDER 4 IN. BEYOND THE MEMBRANE EACH SIDE. THE CONDUCTOR SHALL BE SEALED TO THE D. TEST EACH GROUND ELECTRODE SYSTEM SEPARATELY PRIOR TO CONNECTION TO MEMBRANE WITH A MANUFACTURER APPROVED METHOD. THE SYSTEM OR MAIN BUILDING GROUND BAR. TEST EACH SYSTEM GROUND ELECTRODE SYSTEM A SECOND TIME AFTER BACKFILLING HAS OCCURRED AND ALL B. RACEWAY SYSTEMS: FINAL CONNECTIONS (BUILDING STEEL, WATER SERVICE, ETC.) HAVE BEEN MADE. 1. ALL METAL SUPPORTS, CABLE TRAYS, MESSENGER CABLES, FRAMES, E. SOIL TYPE, DATE, TIME, METER MANUFACTURER/MODEL NUMBER, PERSON SLEEVES, BRACKETS, BRACES, ETC. FOR THE RACEWAY SYSTEM, PANELS, PERFORMING THE TEST, TEST WITNESSES AND MOST RECENT RAINFALL SHALL BE SWITCHES, BOXES, STARTERS CONTROLS, ETC., WHICH ARE NOT RIGIDLY NOTED IN TEST SUBMITTAL. SECURED TO AND IN CONTACT WITH THE RACEWAY SYSTEM, OR WHICH ARE SUBJECT TO VIBRATION AND LOOSENING, SHALL BE BONDED TO THE END OF SECTION RACEWAY SYSTEM. 2. TERMINATION OF RIGID CONDUIT AT ALL BOXES, CABINETS, AND ENCLOSURES SHALL BE MADE UP TIGHTLY WITH A DOUBLE LOCKNUT ARRANGEMENT AND A BUSHING, BUSHINGS BEING OF THE INSULATED TYPE. UTILIZE GROUNDING BUSHINGS AS SPECIFIED ELSEWHERE IN THESE SPECIFICATIONS. 3. CONDUIT WHICH RUNS TO OR FROM BOXES, CABINETS, OR ENCLOSURES HAVING CONCENTRIC OR ECCENTRIC KNOCKOUTS WHICH PARTIALLY PERFORATE THE METAL AROUND THE CONDUIT AND HENCE IMPAIR THE CONTINUITY OF SYSTEM GROUND CIRCUITS SHALL BE PROVIDED WITH BONDING JUMPERS CONNECTED BETWEEN A GROUNDING TYPE BUSHING/LOCKNUT ON THE CONDUIT AND A GROUND BUS OR STUD INSIDE THE BOX, CABINET, OR ENCLOSURE AND ATTACHED THERETO. 4. CONDUIT EXPANSION JOINTS AND TELESCOPING SECTIONS OF METAL RACEWAYS SHALL BE PROVIDED WITH BONDING JUMPERS SIZED IN ACCORDANCE WITH THE NEC. C. GROUND RODS: 1. GROUND RODS SHALL BE DRIVEN VERTICALLY THE FULL LENGTH PLUS 24 IN., MINIMUM. 2. GROUND RODS SHALL BE LOCATED IN VIRGIN SOIL OR LOAMY COMPACTED SOIL. 3. PROVIDE ONE (1), MINIMUM, GROUND ROD INSPECTION TEST WELL FOR EACH GROUND ROD/ELECTRODE SYSTEM OR AS INDICATED. D. CONNECTORS CLAMPS AND TERMINALS: 1. CONNECTORS UTILIZED ABOVE GRADE IN DRY ACCESSIBLE LOCATIONS SHALL BE MECHANICAL OR EXOTHERMIC TYPE 2. CONNECTORS IN DAMP LOCATIONS, BELOW GRADE OR IF NOT INDICATED SHALL BE EXOTHERMIC TYPE. 3. CLEAN THE AREA NEAR THE CONNECTING SURFACES PRIOR TO ANY CONNECTION TO ENSURE EFFECTIVE CONTACT. CLEANING SHALL BE TO THE BARE METAL. WIRE BRUSH AREA IF NEEDED TO REMOVE RUST SCALE PAINT, DIRT, ETC. TO EXPOSE BARE METAL. 4. EXOTHERMIC CONNECTIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND TESTED WITH HEAVY BLOW OF A FIVE POUND SLEDGE. E. FLEXIBLE STRAP: 1. FLEXIBLE STRAPS SHALL BE USED WHEN BONDING VIBRATING/MOVEABLE EQUIPMENT, WITH EXPANSION FITTINGS AND WHERE RECOMMENDED BY THE MANUFACTURER. 2. SUFFICIENT SLACK SHALL BE PROVIDED TO COMPENSATE FOR THE ANTICIPATED VIBRATION, MOVEMENT AND EXPANSION. F. GROUND GRID: 1. PROVIDE A GROUND ELECTRODE GRID CONSISTING OF A MINIMUM OF THREE (3) 10 FT. GROUND RODS ARRANGED IN A DELTA CONFIGURATION WITH A MINIMUM SPACING OF20 FT. APART AND CONNECTED TOGETHER. 2. CONNECTING CONDUCTORS SHALL BE BARE #4/0 AWG MINIMUM, BURIED A MINIMUM OF24IN. BELOW GRADE. 3. CONNECT THE GROUND GRID TO THE BUILDING ELECTRIC SERVICE AND TO THE MAIN GROUND BAR. G. SECONDARY ELECTRICAL SYSTEMS: 1. THE NEUTRAL (GROUNDED) CONDUCTOR OF EACH LOW VOLTAGE, SINGLE AND/OR POLYPHASE SYSTEM OR DISTRIBUTION SYSTEM, EXCEPT SPECIAL ISOLATED DOUBLE INSULATED SYSTEMS, SHALL BE SOLIDLY CONNECTED TO GROUND AT THE TRANSFORMER NEUTRAL BUSHING, OR AT THE MAIN SECONDARY SWITCHGEAR TO THE SYSTEM GROUND, AND SHALL BE SIZED FOR CURRENT CARRYING CAPACITY, NOT TO BE LESS THAN AS REQUIRED BY THE NEC. GROUND CONNECTION SHALL BE TO THE BUILDING GROUNDING SYSTEM, BUILDING STEEL, BUILDING WATER SERVICE, BUILDING CONCRETE REINFORCEMENT AND AS INDICATED. 2. PROVIDE EQUIPMENT GROUNDING CONDUCTOR, GREEN COLORED INSULATION, WITH PHASE CONDUCTORS, TO PRIMARY SIDE OF ALL TRANSFORMERS RATED 600 VOLTS OR LESS CIRCUITED TO THE ENCLOSURE AND SECONDARY NEUTRAL BUSHING, TO ALL ELECTRICAL UTILIZATION AND DISTRIBUTION EQUIPMENT; INSULATION SHALL BE SAME TYPE AS PHASE CONDUCTORS. TRANSFORMER ENCLOSURES SHALL BE BONDED TO THE PRIMARY AND SECONDARY CIRCUIT GROUNDING CONDUCTOR. 3. EQUIPMENT GROUNDING CONDUCTORS SHALL EXTEND FROM THE POINT OF TERMINATION BACK TO THE GROUND BUS OF THE SOURCE PANELBOARD, SWITCHBOARD, TRANSFORMER, OR SWITCHGEAR. H. EQUIPMENT GROUNDING: I. GROUNDING AND BONDING FOR PIPING: 1. METAL WATER SERVICE PIPE: INSTALL INSULATED COPPER GROUNDING CONDUCTORS IN CONDUIT FROM BUILDING'S MAIN SERVICE EQUIPMENT OR GROUNDING BUS TO MAIN METAL WATER SERVICE ENTRANCES TO BUILDING, CONNECT GROUNDING CONDUCTORS TO MAIN METAL WATER SERVICE PIPES USING A BOLTED CLAMP CONNECTOR OR BY BOLTING A LUG -TYPE CONNECTOR TO A PIPE FLANGE USING ONE OF THE LUG BOLTS OF THE FLANGE. WHERE A DIELECTRIC MAIN WATER FITTING IS INSTALLED, CONNECT GROUNDING CONDUCTOR ON STREET SIDE OF FITTING. BOND METAL GROUNDING CONDUCTOR OR SLEEVE TO CONDUCTOR AT EACH END. 2. WATER METER PIPING: USE BRAIDED -TYPE BONDING JUMPERS TO ELECTRICALLY BYPASS WATER METERS. CONNECT TO PIPE WITH A BOLTED CONNECTOR. 4 5 6 7 8 1 9 10 11 12 12 13 13 14 14 15 15 FARCHITECTSIP1.C. A nDC M ff FC UU 1D_1F �HUF nD�OnD 8 pLANHH H� 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK BAR POOL 512 MAIN STREET WEST YARMOUTH, MA 02673 ENG: NEERjNG MechanfcaflElectricai Engineering Can.saftcfr:r_r Gape t L .r:kt I F h. ,ter i Buf. t l .1nrti<;: h "-.7E STFEFT'.nUIT: <i0 waa,ans _i.. F d .. •%�Y P . 11365 OF lea JAtMES G CHATELLE a ELECTRICAL CA No. 48529 3 �� ZZ- D DA A0JECT #21-008 Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01 /22 Drawn CJE Project Manager BAB P.I.C. SZE SHEET TITLE ELECTRICAL SPECIFICATIONS SHEET NUMBER E005 Qc 2021 DEMBLING. + DEMBLING ARCHITECTS, P.C. N 11 L K J G E E D G B A 1 2 3 4 5 6 7 8 9 10 11 10. FIRMLY FASTENED WITHIN 3 FT. OF EACH OUTLET BOX, JUNCTION BOX, 1. CONDUCTORS SHALL NOT BE INSTALLED UNTIL RACEWAY SYSTEM, INCLUDING 12. INSTALL A DEVICE COVER PLATE OVER EACH AND EVERY OUTLET INDICATED ON DRAWINGS. DO NOT INSTALL PLATES UNTIL PAINTING, CLEANING AND CABINET OR FITTING. RACEWAYS SHALL NOT BE ATTACHED TO OR BY WOODEN PLUG ANCHORS OR SUPPORTED FROM MECHANICAL ALL OUTLETS, CABINETS, BUSHINGS AND FITTINGS, IS COMPLETED. VERIFY THAT ALL WORK OF OTHER TRADES WHICH MAY CAUSE CONDUCTOR DAMAGE FINISHING OF SURFACES SURROUNDING THE OUTLET ARE COMPLETE. N SUPPORTED WORK SUCH AS DUCTWORK, PIPING, ETC. IS COMPLETED. USE ONLY U.L. APPROVED CABLE LUBRICANTS WHEN NO. 8 INSTALL SINGLE ONE-PIECE MULTI -GANG COVERS OVER MULTI -GANG DEVICES. NECESSARY. DO NOT USE MECHANICAL MEANS TO PULL CONDUCTORS 11. INSTALLED WITH A #14 AWG FISH WIRE IN ALL TELEPHONE, OR SMALLER. F. RECEPTACLES: INTERCOMMUNICATION, "SPARE" OR "EMPTY" CONDUIT RUNS TO FACILITATE 2. IN GENERAL, CONDUCTORS SHALL BE THE SAME SIZE FROM THE LAST 1. GROUND OPENING SHALL BE UP FOR VERTICAL INSTALLATION AND ON THE FUTURE INSTALLATION OF CONDUCTORS. PROTECTIVE DEVICE TO THE LOAD. LEFT FOR HORIZONTAL INSTALLATION. 12. INSTALLED WITH EXPANSION FITTINGS AT ALL BUILDING EXPANSION JOINTS SUCH THAT NO UNDUE STRESS IS PLACED ON ANY ELECTRICAL RACEWAY DUE 3. ALL WIRING SYSTEMS SHALL BE PROPERLY GROUNDED AND CONTINUOUSLY G. TOGGLE SWITCHES: TO THE PROPER FUNCTIONING OF EXPANSION JOINTS. POLARIZED THROUGHOUT, FOLLOWING THE COLOR -CODING SPECIFIED. CONNECT BRANCH CIRCUIT WIRING AT PANELBOARDS, AS REQUIRED, IN 1. SWITCHES SHALL BE INSTALLED INACCESSIBLE LOCATIONS NEAR 13. ARRANGED IN A NEAT MANNER FOR ACCESS AND ALLOW FOR ACCESS TO ORDER TO PROVIDE A "BALANCED" THREE-PHASE LOAD ON FEEDERS. ROOM/SPACE ENTRYWAY(S). WORK INSTALLED BY OTHER TRADES. 4. PROVIDE INSULATED GREEN GROUND CONDUCTOR IN EACH BRANCH CIRCUIT. 2. PROVIDE LIGHTED HANDLE SWITCHES IN MECHANICAL ROOMS; ELEVATOR M 14. IF IT IS NECESSARY TO BURN HOLES THROUGH WEBS OF BEAMS OR GIRDERS, PITS, ELECTRIC ROOMS, ETC. CALL SUCH POINTS TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE 5. ALL FEEDER CONNECTIONS SHALL BE MADE TO BUS AND OTHER EQUIPMENT 3. SWITCHES SHALL HAVE NEUTRAL PULLED THROUGH THE BOX EVEN IF NOT AND RECEIVE WRITTEN APPROVAL BOTH AS TO LOCATION AND SIZE OF HOLE USING SOLDERLESS, PRESSURE TYPE TERMINAL LUGS. USED. BEFORE PROCEEDING WITH WORK. ALL HOLES SHALL BE BURNED NO LARGER 6. BRANCH CIRCUITS CONNECTED TO A 20A CIRCUIT BREAKER SHALL BE SIZED 15. THAN ABSOLUTELY NECESSARY. BECOME FAMILIAR WITH THE GENERAL CONSTRUCTION OF THE BUILDING AND AS INDICATED EXCEPT FOR LENGTHS EXCEEDING 75 FT. FOR CIRCUITS LONGER THAN 75 FT. TO 100 FT. UTILIZE NO. 10 AWG CONDUCTORS (LINE H. JUNCTION AND PULL BOXES: 1. INSTALL JUNCTION AND PULL BOXES IN READILY ACCESSIBLE LOCATIONS. PLACE SLEEVES, INSERTS, ETC., AS REQUIRED. ALL PENETRATIONS THROUGH NEUTRAL AND GROUND) AND FOR CIRCUITS FROM 100 FT. TO 150 FT. UTILIZE NO.8 AWG (LINE, NEUTRAL AND GROUND) UNLESS OTHERWISE INDICATED. ACCESS BOXES SHALL NOT BE BLOCKED BY EQUIPMENT, PIPING, DUCTS EXISTING FLOORS SHALL BE CORE DRILLED AND SLEEVED. CONDUIT SIZE SHALL BE MODIFIED IN ACCORDANCE WITH THE NEC. AND THE LKE. PROVIDE ALL NECESSARY JUNCTION OR PULL BOXES LIKE. REQUIRED DUE TO FIELD CONDITIONS AND SIZE AS REQUIRE BY THE NATIONAL L 16. WHEREVER A CLUSTER OF FOUR (4) OR MORE RACEWAYS RISE OUT OF FLOOR EXPOSED, PROVIDE NEATLY FORMED 6 IN. HIGH CONCRETE ENVELOP, WITH 7. FOR SPLICES AND TAPS, NO. 10 AWG AND SMALLER, USE SOLDERLESS "TWIST ELECTRICAL CODE. CHAMFERED EDGES, AROUND RACEWAYS. ON" CONNECTORS HAVING SPIRAL STEEL SPRING AND INSULATED WITH A I. EQUIPMENT MOUNTING HEIGHTS: VINYL CAP AND SKIRT. 17. ALL RACEWAYS SHALL BE SUPPORTED ADEQUATELY BY MALLEABLE IRON PIPE CLAMPS OR OTHER APPROVED METHODS. IN EXTERIOR OR WET LOCATIONS, 8. FOR SPLICES AND TAPS, NO. 8 AND LARGER, USE INSULATED SOLDERLESS SET 1. UNLESS OTHERWISE NOTED, MOUNT DEVICES AND EQUIPMENT AT HEIGHTS MEASURED FROM FINISHED FLOOR TO DEVICE/EQUIPMENT CENTERLINE AS SUPPORTS SHALL ALLOW NOT LESS THAN 1/4 IN. AIR SPACE BETWEEN SCREW AUCU OR HYDRAULICALLY COMPRESSED SLEEVE FITTINGS SUITABLE FOLLOWS: RACEWAY AND WALL. FIRMLY FASTEN RACEWAY WITHIN 3 FT. OF EACH FOR THE INTENDED USE. OUTLET BOX, JUNCTION BOX, CABINET OR FITTING. THE FOLLOWING TABLE LISTS MAXIMUM SPACING BETWEEN CONDITIONS, STRENGTH OF SUPPORTING 9. USE CAST CONNECTIONS FOR GROUND CONDUCTORS. TOGGLE SWITCHES (UP POSITION "ON") 46 IN. MEMBERS, ETC. 10. PROVIDE MINIMUM 6 IN, OF SPARE/SLACK OF EACH CONDUCTOR IN EACH WALL LIGHTING CONTROLS (DIMMER, 46 IN. DIGITAL SWITCH, ETC. 18. FURNISH AND INSTALL SUCH SUPPORTS AT NO ADDITIONAL COST TO OWNER. JUNCTION OR PULL BOX AND TERMINATION. KRECEPTACLE OUTLETS (LONG DIMENSION 18 IN. CONDUIT TRADE SIZE TYPE OF RUN HORIZONTAL SPACING IN FEET VERTICAL SPACING IN FEET 1/2 IN., 314 IN. CONCEALED 7 10 1 IN., 1-1/4 IN. CONCEALED 8 10 1-1/2 IN. AND LARGER CONCEALED 10 10 1/21N., 3/4 IN. EXPOSED 5 7 1 IN., 1-1/4 IN. EXPOSED 7 8 1-1/2 IN. AND LARGER EXPOSED 10 10 11. MAKE ALL SPLICES AND CONNECTIONS IN ACCESSIBLE BOXES AND CABINETS ONLY. VERTICAL, GROUND" POLE FARTHEST FROM FLOOR) 12. COVER UNINSULATED SPLICES, JOINTS, AND FREE ENDS OF CONDUCTOR WITH RUBBER AND FRICTION TAPE OF PVC ELECTRICAL TAPE. PLASTIC INSULATING RECEPTACLE OUTLETS ABOVE 8 IN. ABOVE COUNTERS COUNTERS CAPS MAY SERVE AS INSULATION. HEAT SHRINK SLEEVES SHALL BE ACCEPTABLE FOR CRIMP TYPE SPLICES. RECEPTACLE OUTLETS, ABOVE HOT 30 IN. 13. ON TERMINATION AT BRANCH CIRCUIT OUTLETS, LEAVE A MINIMUM OF 8 IN. WATER OR STEAM BASEBOARD HEATERS. FREE CONDUCTOR FOR INSTALLATION OF DEVICES AND FIXTURES. DO NOT INSTALL RECEPTACLE OUTLETS ABOVE ELECTRIC BASEBOARD HEATERS S SHALL BE CONTINUOUS FROM POINT OF ORIGIN TO J 14. FEEDER CONDUCTOR LOAD TERMINATION WITHOUT SPLICE. IF THIS IS NOT PRACTICAL, CONTACT RECEPTACLE OUTLETS, HAZARDOUS 48 IN. AREAS; ALSO FOR REFRIGERATORS 19. WHERE RACEWAYS PUNCTURE ROOF, INSTALL PITCH POCKETS AS REQUIRED THE OWNER'S REPRESENTATIVE AND RECEIVE WRITTEN APPROVAL FOR IN ORDER THAT THE ROOF WARRANTY IS MAINTAINED. COORDINATE WITH SPLICING PRIOR TO INSTALLATION OF FEEDER(S). WHERE FEEDER RECEPTACLE OUTLETS, WEATHERPROOF, 24 IN. REPRESENTATIVE OF ROOFING MATERIAL MANUFACTURER. CONDUCTORS PASS THROUGH JUNCTION AND PULL BOXES, BIND AND LACE ABOVE -GRADE CONDUCTORS OF EACH FEEDER TOGETHER. FOR PARALLEL SETS OF 20. AT EACH FLUSH MOUNTED PANELBOARD, TERMINAL CABINET, CONTROL CONDUCTORS, MATCH LENGTHS OF CONDUCTORS AS NEAR EQUAL AS TELEPHONE OUTLETS 18 IN. CABINET, ETC., PROVIDE FOUR (4) SPARE 3/4 IN. RACEWAYS FROM POSSIBLE. PANELBOARD, ETC., TO AN AREA ABOVE THE NEAREST ACCESSIBLE CEILING TELEPHONE OUTLETS, WALL MOUNTED 461N. SPACE. MAKE 90' TURN ABOVE THE CEILING, ARRANGED FOR FURTHER 15. BRANCH CIRCUIT CONDUCTORS INSTALLED IN PANELBOARDS, AND CONTROL CONTINUATION OF RACEWAY, AND CAP. CONDUCTORS INSTALLED IN CONTROL CABINETS AND PANELS SHALL BE T.V. OUTLET 18 IN. NEATLY BOUND TOGETHER USING "TY-RAPS" OR EQUAL. H 21. PROVIDE A BUSHING AT EACH CONDUIT TERMINATION UNLESS FITTING AT BOX DISTRIBUTION PANELBOARDS, TO TOP OF 72 IN. WHERE CONDUIT TERMINATES HAS HUBS DESIGNED IN SUCH A MANNER TO 16. LIGHTING FIXTURES, DETECTORS, ETC., IN MECHANICAL EQUIPMENT, BOILER BACKBOX AFFORD EQUAL PROTECTION TO CONDUCTORS. PROVIDE GROUNDING TYPE AND PUMP ROOMS SHALL BE INSTALLED WITH EXPOSED WIRING AFTER INSULATED BUSHINGS ON ALL CONDUIT SIZES 2 IN. TRADE SIZE AND LARGER EQUIPMENT, DUCTWORK, PIPING, ETC., ARE IN PLACE. IN GENERAL, LIGHTING TERMINAL CABINETS, CONTROL 72 IN. AND ON ALL FEEDER RACEWAYS REGARDLESS OF SIZE. PROVIDE STANDARD SHALL BE AS LOCATED ON THE DRAWINGS; WHERE CONFLICTS EXIST, LOCATE CABINETS, TO TOP OF BACKBOX BUSHINGS FOR CONDUITS 1 IN. AND SMALLER UNLESS OTHERWISE STATED. LIGHTS FOR BEST DISTRIBUTION. DISCONNECT SWITCHES, MOTOR 48 IN. 22. DIFFERING TEMPERATURES: FOR RACEWAYS ROUTED BETWEEN AREAS WITH 17, PROVIDE CABLE/CONDUCTOR VERTICAL SUPPORT IN ACCORDANCE WITH THE STARTERS, ENCLOSED CIRCUIT DIFFERING TEMPERATURES (INTERIOR TO EXTERIOR, WALK IN NEC. BREAKERS. COOLERS/FREEZERS, ENVIRONMENTAL CHAMBERS, ETC.) INSTALL RACEWAY AS FOLLOWS: 18. HANDHOLES: 2. WHERE STRUCTURAL OR OTHER INTERFERENCES PREVENT COMPLIANCE G a. PROVIDE A THERMAL BREAK, 4 IN. MINIMUM OF STAINLESS STEEL OR a. PROVIDE CABLE RACKS, AND SECURELY FASTEN ALL CABLES. WITH MOUNTING HEIGHTS LISTED ABOVE, CONSULT OWNER'S SCHEDULE 40 PVC CONDUIT WITHIN SPACE WALUSEPARATION. SUPPORT STANCHIONS SHALL BE SPACED 3 FT. APART MAXIMUM. REPRESENTATIVE FOR APPROVAL TO CHANGE LOCATION BEFORE INSTALLATION. b. SEAL RACEWAY PENETRATION THROUGH THE WALUSEPARATION. b. PROVIDE SEPARATION OF CONDUCTORS OF DIFFERENT SYSTEMS PER NEC REQUIREMENTS. J. HANGERS AND SUPPORTS: C. PROVIDE A BOX ON EACH SIDE OF THE SPACE WALUSEPARATION. C. PITCH ALL RACEWAYS TOWARD THE HANDHOLE 1. PROVIDE STEEL ANGLES, CHANNELS AND OTHER MATERIALS NECESSARY FOR d. PROVIDE RACEWAY INTERIOR SEALANT (DUCT SEAL OR SUITABLE THE PROPER SUPPORT AND ERECTION OF MOTOR STARTERS, DISTRIBUTION FOAM) TO PROVIDE A COMPLETE AIR BARRIER AFTER CONDUCTORS d. MORTAR AND BRICK THE THROATS OF HANDHOLES TO GRADE LEVEL. PANELBOARDS, LARGE DISCONNECT SWITCHES, LARGE CIRCUIT BREAKERS, ARE INSTALLED. SET COVER RIM TO 1 IN. ABOVE GRASS AREAS AND FLUSH WITH PENDANT MOUNTED LIGHTING FIXTURES, ETC. FINISHED AREAS. WATERPROOF THROAT WITH ELASTIC BITUMINOUS F e. MOUNTING OF RACEWAY AND BOXES ON EQUIPMENT SHALL BE PLASTIC CEMENT COATING. 2. PANELBOARDS, DISCONNECT SWITCHES, CIRCUIT BREAKERS, CABINETS, CABLE SUPPORT BOXES COORDINATED AND APPROVED BY THE EQUIPMENT MANUFACTURER. LARGE PULL BOXES, ADJUSTABLE SPEED DRIVES, E. OUTLET BOXES: AND STARTERS SHALL BE SECURED TO THE BUILDING STRUCTURE AND NOT 23. RACEWAY INSTALLED IN WET/DAMP LOCATIONS OR ON EXTERIOR WALLS SUPPORTED FROM CONDUITS. SMALL PANELBOARDS, ETC., AS APPROVED BY SHALL HAVE A SPACER MANUFACTURED FOR THIS PURPOSE PROVIDED TO 1. CONSIDER LOCATION OF OUTLETS SHOWN ON DRAWINGS AS APPROXIMATE OWNER'S REPRESENTATIVE, MAY BE SUPPORTED ON WALLS. RACKS FOR MAINTAIN A SPACENOID BETWEEN THE MOUNTING SURFACE AND THE ONLY. STUDY ARCHITECTURAL, PROCESS PIPING, MECHANICAL, PLUMBING, SUPPORT OF CONDUITS AND HEAVY ELECTRICAL EQUIPMENT SHALL BE RACEWAY. STRUCTURAL, ROUGHING -IN, ETC., DRAWINGS AND NOTE SURROUNDING SECURED TO BUILDING CONSTRUCTION BY SUBSTANTIAL STRUCTURAL AREAS IN WHICH EACH OUTLET IS TO BE LOCATED. LOCATE OUTLET SO THAT SUPPORTS. C. UNDERGROUND RACEWAYS AND DUCTBANKS: WHEN FIXTURES, MOTORS, CABINETS, EQUIPMENT, ETC., ARE PLACED IN POSITION, OUTLET WILL SERVE ITS DESIRED PURPOSE. WHERE CONFLICTS K. IDENTIFICATION: 1. ENCASE ALL UNDERGROUND RACEWAYS IN CONCRETE, SAND (NYSDOT ARE NOTED BETWEEN DRAWINGS, CONTACT OWNER'S REPRESENTATIVE FOR 0733-15), NO. 1 CRUSHED STONE (NYSDOT 0703-02) OR PEA STONE (NYSDOT DECISION PRIOR TO INSTALLATION. COMPLY WITH THE NEC RELATIVE TO 1. PROVIDE ENGRAVED LAMICOID IDENTIFICATION NAMEPLATES ON E 0702-0203). CONCRETE ENCASEMENT SHALL BE UTILIZED WHERE INDICATED POSITION OF OUTLET BOXES IN FINISHED CEILINGS AND WALLS. SWITCHBOARDS, MAIN SERVICE DISCONNECTS, TRANSFER SWITCHES, MOTOR AND FOR CIRCUIT VOLTAGES OVER 600V. FOR CONCRETE ENCASEMENT, CONTROL CENTERS AND ON ALL PANELBOARDS USING DESIGNATION SHOWN FORM CONCRETE ENVELOPE AROUND RACEWAYS, 3 IN. MINIMUM THICKNESS 2, PRIOR TO INSTALLATION, RELOCATE ANY OUTLET LOCATION A DISTANCE OF 5 IN PANELBOARD SCHEDULE. INCLUDE VOLTAGE, PHASE, EQUIPMENT SERVED, CONCRETE AT TOP, BOTTOM AND SIDES OF RACEWAYS, CONDUITS ON 7-1/2 IN. FT. IN ANY DIRECTION FROM LOCATION INDICATED ON DRAWINGS IF SO VOLTAGE SOURCE TO PANEL OR EQUIPMENT. CENTERS BOTH DIRECTIONS WITH CONCRETE BETWEEN RACEWAYS. TOP OF DIRECTED BY THE OWNER'S REPRESENTATIVE, PRIOR TO COMPLETION OF CONCRETE ENVELOPE SHALL BE FINISHED NOT LESS THAN 24 IN. BELOW WALL CONSTRUCTION, ADJUST VERTICAL HEIGHT OF ANY OUTLET FROM 2. PROVIDE ENGRAVED LAMICOID IDENTIFICATION NAMEPLATES FOR EACH FINISHED GRADE, EXCEPT WHERE UNDER BUILDING SLABS. OPEN TRENCH HEIGHT INDICATED IF SO DIRECTED BY OWNER'S REPRESENTATIVE. THE CIRCUIT BREAKER IN THE MAIN DISTRIBUTION PANEL LISTING THE FOR ITS COMPLETE LENGTH BEFORE CONCRETE IS POURED; IF ANY ABOVE MODIFICATIONS SHALL BE MADE AT NO ADDITIONAL COST TO THE PANELBOARD OR EQUIPMENT CONNECTED TO EACH DEVICE. OBSTRUCTIONS ARE ENCOUNTERED, MAKE PROVISIONS TO AVOID THEM. OWNER. SUPPORT RACEWAYS MINIMUM 31N. ABOVE BOTTOM OF TRENCH BEFORE 3. PROVIDE ENGRAVED LAMICOID IDENTIFICATION NAMEPLATES ON ALL ITEMS OF POURING. FURNISH AND INSTALL PRECAST CONCRETE, PLASTIC OR FIBER 3, WHERE OUTLETS AT DIFFERENT MOUNTING HEIGHTS ARE INDICATED ON EQUIPMENT INCLUDING INDIVIDUAL CIRCUIT BREAKER ENCLOSURES AND SPACERS. STAGGER COUPLINGS. WHEN CONCRETE IS SPECIFIED, SECURELY DRAWINGS ADJACENT TO EACH OTHER (DUE TO LACK OF PHYSICAL SPACE TO DISCONNECT SWITCHES, LISTING THE EQUIPMENT CONNECTED TO THE TIE RACEWAYS IN PLACE TO PREVENT FLOATING. POUR CONCRETE AS SOON SHOW SYMBOL ON DRAWINGS), INSTALL OUTLETS ON A COMMON VERTICAL PARTICULAR DEVICE PROVIDED UNDER SPECIFICATION SECTION 262000, AS POSSIBLE AFTER PLACING AND SECURING OF RACEWAYS. PULL IRON- LINE. INCLUDING, BUT NOT LIMITED TO: STARTERS, DISCONNECT SWITCHES, SHOD MANDREL, NOT MORE THAN 1/41N. SMALLER THAN BORE OF RACEWAY ADJUSTABLE SPEED DRIVES, CIRCUIT BREAKERS, ETC. INCLUDE VOLTAGE, TO REMOVE CONCRETE AND OTHER OBSTRUCTIONS. CLEAN RACEWAY BY 4. WHERE SWITCH OUTLETS ARE SHOWN ADJACENT TO STRIKE SIDE OF DOOR, PHASE, EQUIPMENT SERVED, VOLTAGE SOURCE TO PANEL OR EQUIPMENT. DRAWING THROUGH PROPERLY SIZED CYLINDRICAL BRUSHES AS MANY TIMES LOCATE EDGE OF OUTLET BOX APPROXIMATELY 3 IN. FROM DOOR FRAME AS NECESSARY TO REMOVE DIRT. CONCRETE ENVELOPES SHALL CONTAIN 4. PROVIDE COMPLETE TYPE WRITTEN DIRECTORY FOR EACH PANELBOARD - REINFORCING RODS WHEREVER NON-METALLIC RACEWAYS ARE USED. 5. OUTLET BOXES IN SEPARATE ROOMS SHALL NOT BE INSTALLED "BACK -TO- LISTING ROOM NUMBER, FUNCTION, ETC., FOR EACH CIRCUIT BREAKER. REINFORCING SHALL BE CONTINUOUS RUNS OF NO.4 DEFORMED RODS BACK" WITHOUT THE APPROVAL OF THE OWNER'S REPRESENTATIVE. DIRECTORY SHALL BE PLACED IN A PLASTIC CLEAR SLEEVE IN THE INTERIOR LOCATED IN ALL FOUR CORNERS AS WELL AS TOP AND BOTTOM OF ENVELOPE OF THE PANELBOARD DOOR. PROVIDE TYPE WRITTEN UPDATED PANELBOARD BETWEEN EACH RACEWAY. IN LOCATIONS WHERE NON-METALLIC RACEWAYS 6. OUTLET BOXES SHALL BE SIZED TO ACCOMMODATE THE WIRING, SPLICES AND DIRECTORIES FOR EXISTING PANELBOARDS AFFECTED BY THIS WORK. ARE USED, CHANGE TO HEAVY WALL METALLIC CONDUIT (RMC) OF SAME DEVICE(S) TO BE INSTALLED IN ACCORDANCE WITH THE NEC. C INTERNAL DIAMETER BEFORE RISING OUT OF GROUND AND AT BENDS/ELBOWES; PROVIDE METALLIC CONDUIT ELBOWS AT CONDUIT RISE. 7. OUTLET BOXES INSTALLED IN PLASTER, GYPSUM BOARD OR WOOD PANELED 5. IDENTIFY JUNCTION AND PULLBOXES FOR PARTICULAR SERVICE AND CIRCUIT SUCH AS POWER, EMERGENCY POWER, LIGHTING, FIRE ALARM, TELEPHONE, CARRY CONCRETE ENVELOPE TO A POINT 12 IN. MINIMUM ABOVE GRADE OR HOLLOW CAVITY WALLS SHALL BE INSTALLED FLUSH WITH RAISED PLASTER INTERPHONE PUBLIC ADDRESS, NURSE CALL, ETC. USING STENCIL LETTERING FLOOR SLAB AT RISE POINT IF ALLOWED BY SITE CONDITIONS AND EQUIPMENT COVERS OR RAISED TILE COVERS. BOXES SHALL BE MECHANICALLY FASTENED AND SUPPORTED BY TWO (2) ADJACENT STRUCTURAL MEMBERS ON COVER. TO BE INSTALLED. SLOPE TOP OF CONCRETE AWAY FROM RACEWAY, CHAMFER EDGES. CAP ALL EMPTY CONDUITS WATERTIGHT. PLACE CONDUIT (STUDS) WITH CROSS BRACKETS (GARVIN INDUSTRIES MODEL BMB OR 6. USING ADHESIVE BACKED PRINTED TAPE LABEL (WHITE BACKGROUND, BLACK IN STRAIGHT LINES. SEAL, COMPLETELY WATERPROOF, ALL DUCT JOINTS APPROVED EQUAL). LETTERING) ALL RECEPTACLE AND SWITCH COVERPLATES, POWER POLES, ETC. LISTING PANEL DESIGNATION AND CIRCUIT NUMBER. TAPE SHALL BE BEFORE ENCASEMENT. PLACE DIRECT -BURY CONDUIT TIER -BY -TIER METHOD, BACKFILLING EACH LAYER TO ACHIEVE PROPER SPACING UTILIZING SUITABLE 8. OUTLET BOXES INSTALLED IN TILE, BRICK OR CONCRETE BLOCK WALLS SHALL ATTACHED TO OUTSIDE OF RECEPTACLE OR SWITCH COVERPLATES. ENCASEMENT MATERIAL. TRENCH BACKFILL SHALL BE IN 6" LIFTS MAXIMUM BE INSTALLED FLUSH AND HAVE EXTRA -DEEP TYPE RAISED TILE COVERS OR SHALL BE 3-1/2 IN. DEEP BOXES WITH SQUARE CORNERS AND DIMENSIONS TO L. SPARE PARTS: AND COMPACTING BETWEEN. BACKFILL TO BE EXCAVATED MATERIAL WITH ROCK AND ORGANIC MATERIAL REMOVED. FOR GRASS LOCATIONS PROVIDE ACCOMMODATE CONDUCTORS INSTALLED. 1. DELIVER TO OWNER AND OBTAIN RECEIPT FOR SPARE PARTS INCLUDING KEY B 8" MINIMUM OFF SITE TOPSOIL (NYSDOT 0713.01) AND SEED TO MATCH THE SURFACES SHALL BE RETURNED TO THE ORIGINAL OR 9. SURFACE CEILING MOUNTED OUTLET BOXES SHALL BE MINIMUM 4 IN. SQUARE, SWITCHES, FUSES, ETC. EXISTING. OTHER BETTER CONDITION TO THE EXISTING SURROUNDING. ELBOWS SHALL HAVE A 1-1/2 IN. DEEP, GALVANIZED SHEET METAL. 3.2 TESTS MINIMUM RADIUS OF 42 IN. FOLLOW PROPER LOW TEMPERATURE 10. SURFACE WALL MOUNTED OUTLET BOXES SHALL BE CAST TYPE BOXES. INSTALLATION PROCEDURES AS RECOMMENDED BY RACEWAY A. BRANCH CIRCUITS SHALL BE TESTED DURING INSTALLATION FOR CONTINUITY AND MANUFACTURER. PROVIDE DETECTABLE MARKING TAPE IN SOIL ABOVE ALL KINGREPLACEEALL 11. FLOOR OUTLET BOXES SHALL BE INSTALLED FLUSH WITH FINISHED FLOOR, IDENTIFICATION AND SHALL PASS OPERATIONAL TESTS TO DETERMINE THAT ALL DUCTBANK SAND BURIED CONDUIT. REPAIR EXISTING ADJUST LEVEL AND TILE AS REQUIRED. WHERE FINISHED FLOOR IS TERRAZZO, CIRCUITS PERFORM THE FUNCTION FOR WHICH THEY ARE DESIGNED. FOR ALL UTILITIES AND FACILITIES DAMAGE, DUE TO DUCTBANK INSTALLATION, AS PART UT UT PROVIDE BOXES SPECIFICALLY DESIGNED FOR INSTALLATION IN TERRAZZO. FEEDER AND EXTERIOR BRANCH CIRCUIT WIRING RATED 600 VOLTS OR LESS, PROVIDE PASSB WEEN CONTRACT. WHERE RACEWAYS PASS BETWEEN EXTERIOR AND INTERIOR RACEWAYS WHERE FLOORS ARE TO RECEIVE CARPET OR FLOORING MATERIAL, 1,000 VOLT "MEGGER" INSULATION TEST PRIOR TO ENERGIZING FEEDERS. USE A 1,000- AND TERMINATE IN BUILDING, X, ETC. PROVIDE CONDUIT DING, S ANDSEALING COORDINATE WITH APPROPRIATE TRADE AND PROVIDE INSERT. VOLT MOTOR DRIVEN MEGGER FOR ALL TESTS. TEST VOLTAGE SHALL BE APPLIED BUSHING (BUI EACH US CSB OR APPROVED EQUAL) IN EACH RECTANGULAR COVERS SHALL BE PARALLEL AND PERPENDICULAR WITH THE UNTIL READINGS REACH A CONSTANT VALUE, AND UNTIL THREE (3) EQUAL READINGS, RACEWAY FILL ALL VOIDS AROUND CONDUIT AND CABLES. THE BUILDING OR, IF USED, FLOOR TILE/FLOOR JOINTS/PATTERN. COORDINATE EACH ONE (1) MINUTE APART, ARE OBTAINED. MINIMUM MEGGER READING SHALL BE A CONDUIT AS NEEDED FOR SUITABLE SEALING BUSHING. COVER TYPE WITH THE FLOORING AND DEVICE TYPE. 45 MEGOHMS FOR FEEDER CONDUCTORS. DOCUMENT TEST RESULTS AND SUBMIT FOR APPROVAL PRIOR TO ENERGIZING CONDUCTORS. D. WIRING METHODS: END OF SECTION 5 6 7 8 9 10 1 1 1 2 3 4 12 12 13 13 14 15 14 N anu n uEcu� HE ■ M NUEMORS 307 Washington Avenue L Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK BAR POOL K 512 MAIN STREET WEST YARMOUTH, MA 02673 I H G E Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 E I IC Drawn Project Manager P.I.C. CJE BAB CJE SHEET TITLE B ELECTRICAL SPECIFICATIONS SHEET NUMBER E004 1 5 2021 DEMBLING + DEMBLING ARCHITECTS, P.0 IA SECTION 260501 - BASIC MATERIALS AND METHODS PART 1 - GENERAL 1.1 DESCRIPTION A. THE DRAWINGS ARE DIAGRAMMATIC, UNLESS DETAILED DIMENSIONED DRAWINGS ARE INCLUDED, AND SHOW ONLY APPROXIMATE LOCATIONS OF EQUIPMENT, FIXTURES, PANELBOARDS, CONDUITS, AND WIRING DEVICES. EXACT LOCATIONS ARE SUBJECT TO THE APPROVAL OF THE OWNER'S REPRESENTATIVE. THE GENERAL RUN OF ELECTRICAL FEEDERS, BRANCH CIRCUITS, AND CONDUITS, INDICATED ON THE DRAWINGS, IS NOT INTENDED TO BE THE EXACT ROUTING. EXACT ROUTINGS OF CONDUIT SHALL SUIT THE JOB CONDITIONS. B. CIRCUIT DESIGNATIONS, IN THE FORM OF "HOME RUNS" ON BRANCHES, INDICATE THE M DESIGNATION OF THE BRANCH CIRCUIT, THE SIZE AND THE QUANTITY OF BRANCH CIRCUIT CONDUCTORS, AND THE PANEL BOARD OR INTERCONNECTION BOX FROM WHICH THE BRANCH CIRCUIT IS SERVED. C. MAKE MEASUREMENTS AT THE SITE AND IN THE BUILDING DURING CONSTRUCTION FOR ALL SYSTEMS INSTALLED AS THE WORK PROGRESSES IN SUCH A MANNER THAT THE EQUIPMENT, PIPING, VENTS, DUCTS, CONDUIT, AND BOXES WILL FIT IN THE SPACE AVAILABLE. MAINTAIN HEADROOM AND IF IN UNFINISHED AREAS, BE AS NEATLY INSTALLED, AS OBSCURE AND "OUT-OF-THE-WAY" AS PHYSICALLY POSSIBLE. WHERE MORE THAN ONE TRADE IS INVOLVED IN AN AREA, SPACE OR CHASE, ALL SHALL COOPERATE AND INSTALL THEIR OWN WORK TO UTILIZE THE SPACE EQUALLY L BETWEEN THEM IN PROPORTION TO THEIR INDIVIDUAL REQUIREMENTS. IN GENERAL, DUCTWORK SHALL BE GIVEN PREFERENCE EXCEPT WHERE GRADING OF PIPING BECOMES A PROBLEM, FOLLOWED BY PIPING THEN ELECTRICAL WIRING. IF, AFTER INSTALLATION OF ANY EQUIPMENT, PIPING, DUCTS, CONDUIT, AND BOXES, IT IS DETERMINED THAT AMPLE MAINTENANCE AND PASSAGE SPACE HAS NOT BEEN PROVIDED, REARRANGE WORK AND /OR FURNISH OTHER EQUIPMENT AS REQUIRED FOR AMPLE MAINTENANCE SPACE. D. ANY CHANGES IN THE SIZE OR LOCATION OF THE MATERIAL OR EQUIPMENT SUPPLIED, WHICH MAY BE NECESSARY IN ORDER TO MEET FIELD CONDITIONS OR IN ORDER TO AVOID CONFLICTS BETWEEN TRADES, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER'S REPRESENTATIVE AND APPROVAL RECEIVED BEFORE K SUCH ALTERATIONS ARE MADE. 1.2 QUALITY ASSURANCE A. ELECTRIC EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. ALL METHODS OF CONSTRUCTION, DETAILS OF WORKMANSHIP THAT ARE NOT SPECIFICALLY DESCRIBED OR INDICATED IN THE CONTRACT DOCUMENTS, SHALL BE SUBJECT TO THE CONTROL AND APPROVAL OF THE OWNER'S REPRESENTATIVE. B. EQUIPMENT AND MATERIALS SHALL BE OF THE QUALITY AND MANUFACTURE INDICATED IN THEIR RESPECTIVE SECTIONS OF THE SPECIFICATIONS. THE EQUIPMENT SPECIFIED IS BASED UPON THE ACCEPTABLE MANUFACTURERS LISTED. EQUIPMENT J TYPES, DEVICE RATINGS, DIMENSIONS, ETC., CORRESPOND TO THE NOMENCLATURE DICTATED BY THOSE MANUFACTURERS. WHERE "OR EQUAL" IS STATED, EQUIPMENT SHALL BE EQUAL IN EVERY WAY TO THAT OF THE EQUIPMENT SPECIFIED AND SUBJECT TO APPROVAL. ALL EQUIPMENT SHALL BE TESTED AT THE FACTORY. UNLESS SPECIFIED ELSEWHERE, STANDARD FACTORY INSPECTION AND OPERATIONAL TESTS WILL BE ACCEPTABLE. 1.3 SUBMITTALS A. SUBMIT PRODUCT DATA FOR THE FOLLOWING EQUIPMENT, MATERIALS AND PRODUCTS, INCLUDING ALL FITTINGS AND ACCESSORIES: H 1. CONDUIT 2. WIREWAY AND WIRE TROUGH 3. CHANNEL SUPPORT SYSTEMS 4. CONDUCTORS 5. TERMINAL AND EQUIPMENT CABINETS 6. WIRING DEVICES INCLUDING DIMMERS 7. TELEVISION OUTLETS 8. UNDERGROUND PULLBOXES (HANDHOLES) AND COVERS 9. WATER PROOFING SEALS 10. FLASHING, SEALING, FIRESTOPPING MATERIALS 11. TESTING REPORTS PRIOR TO ENERGIZING EQUIPMENT AND MATERIALS. G PART 2-PRODUCTS 2.1 MATERIALS A. CONDUIT, RACEWAY AND TUBING: 1. RIGID METAL CONDUIT (RMC) SHALL BE HOT -DIPPED GALVANIZED OR ELECTRO-GALVANIZED STEEL, UL LISTED "RIGID METAL CONDUIT." a. ACCEPTABLE MANUFACTURERS: 1) REPUBLIC CONDUIT F 2) ALLIED TUBE AND CONDUIT 3) WHEATLAND TUBE COMPANY 4) APPROVED EQUAL 2. ELECTRICAL METALLIC TUBING (EMT) SHALL BE ELECTRO-GALVANIZED STEEL; UL LISTED. a. ACCEPTABLE MANUFACTURERS: 1) REPUBLIC CONDUIT 2) ALLIED TUBE AND CONDUIT E 3) WHEATLAND TUBE COMPANY 4) APPROVED EQUAL 3. FLEXIBLE METAL CONDUIT SHALL BE CONSTRUCTED ONE CONTINUOUS LENGTH OF ELECTRO-GALVANIZED, SPIRALLY WOUND STEEL STRIP WITH INTERLOCKING CONVOLUTIONS AND INTERIOR SURFACES FREE FROM BURRS AND SHARP EDGES. SHALL BE UL LISTED "FLEXIBLE METAL CONDUIT" OR "LIQUIDTIGHT FLEXIBLE METAL CONDUIT' AS REQUIRED. a. ACCEPTABLE MANUFACTURERS: 1) REPUBLIC CONDUIT D 2) ALLIED TUBE AND CONDUIT 3) WHEATLAND TUBE COMPANY 4) AMERICAN FLEXIBLE CONDUIT COMPANY 4. RIGID NON-METALLIC CONDUIT (SCHEDULE 40 FOR CONCRETE ENCASEMENT, SCHEDULE 80 FOR DIRECT BURIAL OR WHERE EXPOSED) SHALL BE UL LISTED "RIGID NON-METALLIC CONDUIT" FOR APPLICATION IN UNDERGROUND, ENCASED, AND EXPOSED APPLICATIONS IN ACCORDANCE WITH THE NEC". THE CONDUIT SHALL BE MADE FROM POLYVINYL CHLORIDE (PVC) AND SHALL BE RATED FOR 900C CONDUCTORS. CONDUIT AND FITTINGS SHALL BE TESTED IN ACCORDANCE WITH THE TESTING REQUIREMENTS DEFINED IN NEMA TC-2, NEMA TC-3, UL-651 AND UL-514. C a. ACCEPTABLE MANUFACTURERS: 1) CARLON 2) HERITAGE PLASTICS 3) PW EAGLE B. CONDUIT FITTINGS: 1. FITTINGS FOR RIGID METAL CONDUIT SHALL BE FULLY THREADED AND SHALL BE OF THE SAME MATERIAL AS THE RESPECTIVE RACEWAY SYSTEM. FITTINGS FOR ELECTRICAL METALLIC TUBING SHALL BE SINGLE SCREW INDENTER B FITTINGS FOR CONDUITS UP TO 2 IN. AND DOUBLE SCREW INDENTER FITTINGS FOR CONDUITS 2 IN. AND LARGER. CONNECTORS SHALL ALSO HAVE INSULATED THROAT OR PLASTIC INSULATING BUSHING UP TO AND INCLUDING 1 IN. SIZE. FOR SIZES 1-1/4 IN. AND LARGER, PROVIDE PLASTIC INSULATING BUSHING. DIE-CAST, PRESSURE CAST FITTINGS SHALL NOT BE USED. FITTINGS FOR RIGID NON-METALLIC CONDUIT SHALL BE SOLVENT CEMENTED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. a. ACCEPTABLE MANUFACTURERS: 1) O.Z. GEDNEY 2) STEEL CITY A 3) THOMAS & BETTS 4) CROUSE-HINDS 5) CARLON C. WIREWAY AND WIRE TROUGH: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1. WIREWAY AND WIRE TROUGH SHALL BE HINGED COVER TYPE WIREWAY WITH PROVISIONS FOR FULL LAY -IN ALONG THE ENTIRE LENGTH OF RUN. WIREWAY SHALL BE STEEL, ENCLOSED WITH GRAY ENAMEL FINISH. PROVIDE NEMA 1 UNITS FOR INTERIOR/DRY/CLEAN LOCATIONS AND NEMA 12 FOR INTERIOR DRY MAINTENANCE/SHOP/UTILITY LOCATIONS. SIZE TO MEET NEC FILL REQUIREMENTS OR LARGER AS NOTED ON CONTRACT DOCUMENTS. PROVIDE KNOCKOUTS ALONG RUNS. RECESS IN WALL WHERE REQUIRED FOR FLUSH MOUNTED EQUIPMENT. HINGE SHALL BE ON THE BOTTOM OF FRONT FACE FOR HORIZONTAL MOUNTING. PROVIDE ALL ELBOWS, TEES, PULLBOXES, FITTINGS, HANGERS, REDUCERS, SUPPORTS, SUPPORTS, ETC., TO MEET INSTALLATION REQUIREMENTS. a. ACCEPTABLE MANUFACTURERS: 1) SQUARE D "SQUARE DUCT" 2) GENERAL ELECTRIC 3) HOFFMAN 4) MECO D. CHANNEL SUPPORT SYSTEMS: 1. CHANNEL SUPPORT SYSTEMS SHALL BE PROVIDED FOR RACKING OF CONDUIT, TRAPEZE SUSPENSIONS, EQUIPMENT SUPPORT, CABLE RACKS AND PANEL RACKS. CHANNEL SHALL BE STEEL WITH ELECTROPLATED ZINC FINISH FOR INTERIOR DRY LOCATIONS. PROVIDE NECESSARY ACCESSORIES SUCH AS BOLTS, SCREWS, ANCHORS, CONNECTION PLATES, AND STRAPS AS REQUIRED TO PERFORM THE NECESSARY FUNCTIONS. WET LOCATION AND EXTERIOR CHANNEL SUPPORT SYSTEMS SHALL BE STEEL WITH HOT DIPPED GALVANIZED FINISH AND STAINLESS STEEL HARDWARE AS A MINIMUM. CUT ENDS SHALL BE TOUCHED UP WITH SUITABLE MATCHING FINISH. a. ACCEPTABLE MANUFACTURERS: 1) UNISTRUT 2) GLOBE 3) KINDORF 4) B-LINE E. CONDUCTORS AND CABLES: 1. CONDUCTORS SHALL BE INSULATED FOR 600 VOLTS, UNLESS OTHERWISE NOTED, AND SHALL BE STANDARD AWG AND KCMIL SIZES. CONDUCTORS SHALL BE 98% COPPER, THERMAL PLASTIC OR CROSS -LINKED POLYMER INSULATED, HEAT AND MOISTURE RESISTANT. CONDUCTOR SIZES NO. 18 AWG AND SMALLER SHALL BE A SOLID SINGLE STRAND; NO. 16 AWG AND LARGER SHALL BE MULTIPLE STRANDED. MINIMUM CONDUCTOR SIZE SHALL BE #12 AWG EXCEPT SMALLER SIZES MAYBE USED FOR COMMUNICATIONS AND SPECIAL SYSTEMS. CONDUCTOR SIZES SHALL BE AS CALLED FOR. CONDUCTORS SHALL BE LABELED WITH UL SEAL AND BE MARKED WITH THE MANUFACTURER'S NAME, WIRE SIZE AND INSULATION TYPE. INSULATION FOR ALL 600 VOLT CONDUCTORS SHALL BE TYPE THHN/THWN-2 OR TYPE XHHW-2, UNLESS OTHERWISE NOTED. ALL EXTERIOR AND UNDERGROUND CONDUCTORS SHALL BE XHHW-2. LUMINAIRE FIXTURE WIRE SHALL CONFORM TO THE LATEST UNDERWRITERS LABORATORIES REQUIREMENTS. FLEXIBLE CORDS AND CABLES FOR GENERAL PORTABLE USE SHALL BE TYPE SO OR SOOW OR AS NOTED. CABLES FOR SPECIAL USE SHALL BE OF THE TYPE SPECIFIED FOR THE APPLICATION. a. COLOR CODING: 1) ALL CIRCUITS SHALL BE COLOR CODED ACCORDING TO THE FOLLOWING SCHEDULE. THREE PHASE 120/208V THREE PHASE 277/480V GROUND GREEN GREEN NEUTRAL WHITE GREY A OR L1 BLACK BROWN B OR L2 RED ORANGE C OR L3 BLUE YELLOW b. ACCEPTABLE MANUFACTURERS: 1) GENERAL CABLE 2) PRYSMIAN 3) SOUTH WIRE 4) OKONITE 5) SENATOR F. TERMINAL LUGS AND CONNECTORS: 1. THE LUG SHALL BE CAPABLE OF CONTINUOUS OPERATION AT THE CURRENT RATING OF THE CABLE IT IS USED ON. THE LUG SHALL BE UL LISTED PER UL 486A, USING INDUSTRY STANDARD CRIMPING TOOLS AND DIES. TERMINAL LUGS SHALL BE SOLDERLESS, PRESSURE TYPE WITH UL LABEL FOR "CU/AL" CONDUCTOR TERMINATIONS. THE LUG SHALL BE A CLOSED -END COMPRESSION (CRIMP) TYPE, CONSTRUCTED OF SEAMLESS, ALLOY SUITABLE FOR COPPER AND/OR ALUMINUM CONDUCTORS TO MATCH THE CONDUCTOR. THE LUG SHALL BE MADE WITH A CHAMFERED INSIDE END, FOR EASE OF CONDUCTOR INSERTION. BOTH ONE AND TWO HOLE LUGS SHALL BE NEMA SIZED FOR STANDARD STUD SIZES AND SPACING. THE LUG SHALL BE DESIGNED FOR USE AT THE SYSTEM VOLTAGE. a. ACCEPTABLE MANUFACTURERS: 1) 3M SCOTCHLOK 30,000AND 31,000 SERIES 2) BURNDY 3) O.Z./GEDNEY 4) THOMAS AND BETTS 2. THE CONDUCTOR CONNECTION SHALL BE CAPABLE OF CONTINUOUS OPERATION AT THE CURRENT RATING OF THE CABLES IT IS USED ON. THE CONNECTION SHALL BE UL LISTED PER UL 486A, USING INDUSTRY STANDARD CRIMPING TOOLS AND IDES. THE CONNECTOR SHALL BE AN INLINE COMPRESSION (CRIMP) TYPE, CONSTRUCTED OF SEAMLESS, TIN-PLATED COPPER. THE CONNECTOR SHALL BE CONSTRUCTED WITH CHAMFERED INSIDE -ENDS AND WITH CENTER CABLE STOPS. THE CONNECTOR SHALL BE DESIGNED FOR USE AT THE SYSTEM VOLTAGE. a. ACCEPTABLE MANUFACTURERS: 1) 3M SCOTCHLOK 10,000 AND 11,000 SERIES 2) BURNDY 3) O.Z./GEDNEY 4) THOMAS AND BETTS 3. "SPLIT -BOLT" CONNECTORS SHALL BE SOLDERLESS TYPE. a. ACCEPTABLE MANUFACTURERS: 1) BURNDY 2) KEARNEY 3) O.Z./GEDNEY 4) THOMAS AND BETTS 5) ANDERSON 4. "TWIST ON" CONNECTORS SHALL BE SPIRAL STEEL SPRING TYPE AND INSULATED WITH VINYL CAP AND SKIRT. a. ACCEPTABLE MANUFACTURERS: 1) 3-M COMPANY "SCOTCH-LOK" 2) IDEAL "WING -NUTS' 3) APPROVED EQUAL G. BOXES: 1. OUTLET BOXES SHALL BE GALVANIZED STEEL, NOT LESS THAN 2-1/2 IN. DEEP, UNLESS RESTRICTED BY THE SURROUNDINGS, 4 IN. SQUARE OR OCTAGONAL, WITH KNOCKOUTS. BOXES AND ASSOCIATED FITTINGS, PLATES AND DEVICES SHALL BE MECHANICALLY FASTENED (SCREWED), FRICTION FITTING IS NOT ACCEPTABLE. OUTLET BOXES EXPOSED TO MOISTURE, SURFACE MOUNTED, EXTERIOR, WET OR DAMP LOCATIONS SHALL BE CADMIUM CAST ALLOY COMPLETE WITH EXTERNAL THREADED HUBS AND GASKETED SCREW FASTENED COVERS. MINIMUM BOX SIZE SHALL BE AS INDICATED IN THE NEC FOR THE CONDUCTORS AND DEVICES INSTALLED. BOXES SHALL BE APPROVED FOR THE ENVIRONMENTAL CONDITION WHERE THEY WILL BE INSTALLED. a. ACCEPTABLE MANUFACTURERS: 1) STEEL CITY 2) RACO 3) APPLETON 4) CROUSE HINDS 2. TELEPHONE/DATA COMMUNICATIONS OUTLET BOXES: a. 4 IN X 4 IN. OUTLET BOX WITH SINGLE GANG PLASTER RING WITH BLANK COVER PLATE AND CONDUIT ROUTED TO STORAGE CLOSET. COVER PLATE SHALL MATCH THE RECEPTACLE COVER TYPE. 3. PULL AND JUNCTION BOXES SHALL BE CONSTRUCTED OF NOT LESS THAN 14 GAUGE GALVANIZED STEEL WITH TRIM FOR FLUSH OR SURFACE MOUNTING IN ACCORDANCE WITH THE LOCATION TO BE INSTALLED. PROVIDE SCREW -ON TYPE COVERS. BOXES INSTALLED IN DAMP OR WET LOCATIONS SHALL BE OF RAINTIGHT CONSTRUCTION WITH GASKETED COVER AND THREADED CONDUIT HUBS. IN NO CASE SHALL BOXES BE SIZED SMALLER THAN AS INDICATED NEC FOR CONDUIT AND CONDUCTOR SIZES INSTALLED. BOXES SHALL BE APPROVED FOR THE ENVIRONMENTAL CONDITION OF THE LOCATION WHERE THEY WILL BE INSTALLED. a. ACCEPTABLE MANUFACTURERS: 1) HOFFMAN 2) KEYSTONE 3) APPROVED EQUAL 4. CORROSION RESISTANT BOXES: a. PROVIDE CORROSION RESISTANT BOXES WHERE INDICATED ON DRAWINGS. b. PLASTIC COATED OUTLET BOXES: THREADED HUB TYPE, MALLEABLE IRON BOXES COATED WITH 40MILS THICK POLYVINYLCHLORIDE COATING, OCAL/T&B OCAL BLUE SYSTEM, PCD CORP. KORKAP XL OR ROBROY INDUSTRY PLASTIBOND OR PERMA-COTE. C. NONMETALLIC BOXES: GLASS FIBER REINFORCED POLYESTER, CARLON HIMELINE SERIES, CROUSE-HINDS KRYDON OR ROBROY INDUSTRY STAHLIN. H. TERMINAL AND EQUIPMENT CABINETS: 1. TERMINAL AND EQUIPMENT CABINETS SHALL BE CODE GAUGE GALVANIZED STEEL WITH REMOVABLE ENDWALLS. FRONTS SHALL BE OF CODE GAUGE STEEL, FLUSH OR SURFACE TYPE (AS INDICATED) WITH CONCEALED TRIM CLAMPS, CONCEALED HINGES, FLUSH LOCK, AND GREY BAKED ENAMEL FINISH. BOXES AND FRONT SHALL BE UL LISTED AND SHALL BE MINIMUM 35 IN. H X 24 IN. W X 6 IN. D. PROVIDE REMOVABLE INSULATED PLYWOOD TERMINAL BOARD MOUNTED ON INSIDE BACK WALL OF CABINET. a. ACCEPTABLE MANUFACTURER: 1) SQUARE D "MONO -FLAT' 2) APPROVED EQUAL 1. WIRING DEVICES: 1. WIRING DEVICES (TOGGLE SWITCHES, KEY SWITCHES, RECEPTACLES, DIMMERS, OCCUPANCY SENSORS, ETC.) SHALL BE SPECIFICATION GRADE AS A 3.1 MINIMUM. SWITCH HANDLE AND RECEPTACLE FACE COLOR SHALL BE AS DIRECTED BY THE ARCHITECT. PROVIDE DEVICE COVER PLATES OF SATIN FINISH TYPE 302 STAINLESS STEEL IN FINISHED AREAS AND ROUNDED RAISED (STEEL CITY 450/460 SERIES) ONLY FOR SURFACE MOUNTED LOCATIONS IN UNFINISHED AREAS. PROVIDE NEOPRENE GASKETED CAST ALUMINUM/ZINC BOX WITH HINGED (FOR RECEPTACLE) RAIN TIGHT CAST ALUMINUM/ZINC LOCKABLE WHILE IN USE COVER WITH STAINLESS STEEL HARDWARE FOR DEVICES DESIGNATED "WP". a. ACCEPTABLE MANUFACTURERS: 1) PASS AND SEYMOUR 2) HUBBELL 3) LEVITON 2. TOGGLE/SNAP SWITCHES: a. UNITS SHALL BE QUIET OPERATION, QUICK MAKE/QUICK BREAK, RATED FOR 20A/120-277V/1 HP AT 120/277V, SIDE/BACK WIRED, WITH NYLON/POLYCARBONATE TOGGLE, SELF -GROUNDING MOUNTING SCREW CLIP PLATE (NOT STAPLE), GROUND TERMINAL AND SILVER ALLOY CONTACTS. UNITS SHALL MEET LATEST FEDERAL SPECIFICATION WS-896, NEMA WD-1 AND UL TEST 20. SINGLE POLE UNITS SHALL BE HUBBELL HBL1221, P&S 20AC1 OR LEVITON 1221-2. PROVIDE TWO POLE, THREE WAY, FOUR WAY, ILLUMINATED HANDLE, KEYED, ETC. TYPE OF THE SAME QUALITY AND MODEL. 3. RECEPTACLES: a. PROVIDE RECEPTACLES WHERE INDICATED ON THE DRAWINGS AND WHERE CALLED FOR. PROVIDE TYPE RECEPTACLE AS INDICATED AND IF NOT INDICATED THEN UTILIZE GENERAL RECEPTACLE. b. GENERAL RECEPTACLE: UNITS SHALL BE NEMA 5-20R, DUPLEX, 20A, 125V, SIDE/BACK WIRED, #14 TO 10AWG SCREW TERMINALS WITH NYLON FACE, INDENTED BRASS CONTACTS FOR THREE POINT CONNECTION, SELF -GROUNDING STAINLESS STEEL MOUNTING SCREW CLIP PLATE AND GREEN GROUND TERMINAL. SHALL MEET REQUIREMENTS OF FEDERAL SPECIFICATION W-C-596, NEMA WD-6 AND UL 498. 1) UNITS SHALL HAVE 0.03" THICK BRASS CONTACTS, 0.04 INCH GALVANIZED STEEL MOUNTING STRAP AND BE: HUBBELL BR20, P&S BR20 OR LEVITON BR20. C. GROUND FAULT INTERRUPTING RECEPTACLES: UNITS SHALL BE AS SPECIFIED ABOVE FOR GENERAL RECEPTACLE AND HAVE 5MA INTERRUPTING GROUND FAULT LEVEL, TEST/RESET FRONT BUTTONS, FULL THROUGH FEED CAPABILITY, POWER OFF ON REVERSE WIRED SENSING, 1 OKA SHORT CIRCUIT CURRENT RATING, BE TAMPER/WEATHER RESISTANT AND IN COMPLIANCE WITH UL 943. UNIT SHALL SELF -TEST FUNCTION TO PERIODICALLY TEST THE COMPONENTS AUTOMATICALLY AND INDICATE A FAILURE CONDITION UTILIZING AN LED. SHALL BE HUBBELL GFR5362, P&S 2096TR OR LEVITON S7599TR. d. TAMPER RESISTANT RECEPTACLES: UNITS SHALL BE AS SPECIFIED ABOVE FOR GENERAL RECEPTACLE AND HAVE PROTECTIVE SHUTTERS TO PREVENT ENTRY INTO THE LINE OR GROUNDED FRONT OPENINGS UNLESS ALL PLUG PRONGS ARE PRESENT. e. SPECIAL RECEPTACLES: PROVIDE OTHER TYPE RECEPTACLES AS INDICATED HEREIN OR ON THE DRAWINGS. SUCH RECEPTACLES SHALL BE HUBBELL, P&S OR LEVITON HIGHEST GRADE AVAILABLE. 4. TELEVISION OUTLETS: a. 4 IN. X 2 IN. OUTLET BOX WITH BLANK COVER PLATE AND CONDUIT ROUTED TO LOCATION INDICATED ON DRAWINGS. COVER PLATE SHALL MATCH THE RECEPTACLE COVER TYPE. J. UNDERGROUND PULLBOXES (HANDHOLES): 1. SIDEWALK AND GRASS AREAS: BOXES SHALL BE COMPRISED OF COMPOSITE MATERIAL WITH STAINLESS STEEL HARDWARE AND ANSI TIER 8 RATING MINIMUM. PROVIDE CONDUIT/DUCT OPENINGS PER THE PLANS/SCHEMATICS WITH SPARE CAPACITY FOR 2 - 2" IN EACH SIDE WALL, MINIMUM. BOX SHALL BE MINIMUM 2'-0" WIDE X 2'-0" LONG X T-0" DEEP INSIDE DIMENSIONS, OR LARGER AS REQUIRED TO MEET NEC REQUIREMENTS. COVER SHALL BE IMPRINTED WITH EITHER "ELECTRIC", "TELEPHONE", ETC. TO DESIGNATE TYPE OF SERVICE. PROVIDE 18 IN. OF #2 CRUSHED STONE UNDER PULLBOX AND 18 IN. BEYOND. REFER TO DRAWINGS PER DETAILS AND LOCATIONS. a. MANUFACTURERS: 1) QUAZITE 2) OLD CASTLE 3) APPROVED EQUAL K. DUCTBANKS: 1. DUCTBANKS SHALL BE RIGID NON-METALLIC CONDUIT SYSTEM. PROVIDE ALL SLEEVE JOINTS, COUPLINGS, BEND SECTIONS, BENDS, ELBOWS, OFFSETS, ANGLE COUPLINGS, BELL ENDS, CAPS, BASE SPACERS AND INTERMEDIATE SPACERS AS REQUIRED TO MEET FIELD CONDITIONS. ALL BENDS, STUB -UPS AND WALL, SLAB OR FLOOR -BUILDING PENETRATIONS SHALL BE RIGID STEEL CONDUIT WITHOUT EXCEPTION. L. WATERPROOFING SEALS: 1. PROVIDE EXPANDING LINK TYPE SEAL, FOR INSTALLATION BETWEEN DUCT/CONDUIT, AND SLEEVE OR CORE -DRILLED HOLE IN CONCRETE. 2. MAKE: LINK SEAL, MANUFACTURED BY THUNDERLINE CORP., OR APPROVED EQUAL. M. FLASHING, SEALING, FIRE -STOPPING: 1. FIRE -STOPPING FOR OPENINGS THROUGH FIRE AND SMOKE RATED WALL AND FLOOR ASSEMBLIES: a. PROVIDE MATERIALS AND PRODUCTS LISTED OR CLASSIFIED BY AN APPROVED INDEPENDENT TESTING LABORATORY FOR "THROUGH - PENETRATION FIRE -STOP SYSTEMS". THE SYSTEM SHALL MEET THE REQUIREMENTS OF "FIRE TESTS OF THROUGH -PENETRATION FIRE - STOPS" DESIGNATED ASTM E814. b. PROVIDE FIRE -STOP SYSTEM SEALS AT ALL LOCATIONS WHERE PIPING, TUBING, CONDUIT, ELECTRICAL BUSWAYS/CABLES/WIRES, DUCTWORK AND SIMILAR UTILITIES PASS THROUGH OR PENETRATE FIRE RATED WALL OR FLOOR ASSEMBLY. PROVIDE FIRE -STOP SEAL BETWEEN SLEEVE AND WALL FOR DRYWALL CONSTRUCTION. C. THE MINIMUM REQUIRED FIRE RESISTANCE RATINGS OF THE WALL OR FLOOR ASSEMBLY SHALL BE MAINTAINED BY THE FIRE -STOP SYSTEM. THE INSTALLATION SHALL PROVIDE AN AIR AND WATERTIGHT SEAL. d. THE METHODS USED SHALL INCORPORATE QUALITIES, WHICH PERMIT THE EASY REMOVAL OR ADDITION OF ELECTRICAL CONDUITS OR CABLES WITHOUT DRILLING OR USE OF SPECIAL TOOLS. THE PRODUCT SHALL ADHERE TO ITSELF TO ALLOW REPAIRS TO BE MADE WITH THE SAME MATERIAL AND PERMIT THE VIBRATION, EXPANSION AND/OR CONTRACTION OF ANY ITEMS PASSING THROUGH THE PENETRATION WITHOUT CRACKING, CRUMBLING AND RESULTING REDUCTION IN FIRE RATING. 2. ACCEPTABLE MANUFACTURERS: a. DOW CORNING FIRE -STOP SYSTEM FOAMS AND SEALANTS b. NELSON ELECTRIC FIRE -STOP SYSTEM PUTTY, CLK AND WRP C. S-100 FS500/600, THOMAS & BETTS d. CARBORUNDUM FYRE PUTTY e. 3-M FIRE PRODUCTS PART 3 - EXECUTION INSTALLATION A. UNLESS OTHERWISE NOTED, WIRING FOR ALL SYSTEMS INDICATED IN THE CONTRACT DOCUMENTS SHALL CONSIST OF INSULATED CONDUCTORS INSTALLED IN RACEWAYS. RACEWAYS SHALL BE CONTINUOUS FROM OUTLET BOX TO OUTLET BOX AND FROM OUTLET BOX TO CABINET, JUNCTION OR PULL BOX. SECURE AND BOND RACEWAYS TO ALL BOXES AND CABINETS SO THAT EACH SYSTEM OF RACEWAYS IS ELECTRICALLY CONTINUOUS THROUGHOUT. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, INSTALL ALL WIRING IN THE FOLLOWING RACEWAY SYSTEM: 1. WIRING 600 VOLTS OR LESS IN DRY LOCATIONS: ELECTRICAL METALLIC TUBING. 2. WIRING 600 VOLTS OR LESS IN OUTDOORS, ABOVE GRADE LOCATIONS:. RIGID METAL CONDUIT. 3. WIRING 600 VOLTS OR LESS INSTALLED BELOW GRADE, IN CONCRETE FLOOR SLABS OR BELOW GROUND FLOOR SLAB: RIGID NON-METALLIC CONDUIT WITH RIGID METAL CONDUIT BENDS AND PENETRATIONS THROUGH BUILDING FLOORS AND WALLS. 4. ALL WIRING INSTALLED IN CORROSIVE LOCATIONS: SCHEDULE 80 RIGID NON- METALLIC CONDUIT. 5. FLEXIBLE METAL CONDUIT SHALL BE USED FOR FINAL CONNECTION TO ALL MOTORS, FINAL CONNECTION TO ROTATING OR VIBRATING EQUIPMENT, FINAL CONNECTIONS TO DRY TYPE TRANSFORMERS AND FINAL CONNECTIONS TO RECESSED LIGHTING FIXTURES. LIQUIDTIGHT FLEXIBLE CONDUIT SHALL BE USED IN ALL WET, DAMP, OR CORROSIVE LOCATIONS. MAXIMUM LENGTH OF FLEXIBLE CONDUIT SHALL BE 36 IN., EXCEPT THAT FROM OUTLET BOXES TO LIGHTING FIXTURE MAXIMUM LENGTH SHALL BE 6 FT. PROVIDE GREEN INSULATED EQUIPMENT GROUNDING CONDUCTOR IN ALL FLEXIBLE METAL CONDUIT. 6. SURFACE METAL RACEWAY SHALL BE USED FOR SURFACE RUNS IN FINISHED AREA WHERE CONCEALED CONDUIT CANNOT BE RUN OR WHERE SPECIFICALLY INDICATED ON DRAWINGS. B. RACEWAYS: 1. SIZED AS INDICATED ON THE DRAWINGS. WHERE SIZES ARE NOT INDICATED, RACEWAYS SHALL BE SIZED AS REQUIRED BY THE NATIONAL ELECTRICAL CODE IN ACCORDANCE WITH THE QUANTITY, SIZE, AND TYPE OF THE INSULATION CONDUCTORS TO BE INSTALLED. RACEWAYS SHALL BE MINIMUM 1/2 IN. TRADE SIZE FOR BRANCH CIRCUIT WIRING AND MINIMUM 3/4 IN. TRADE SIZE FOR ALL TELEPHONE INTERCOMMUNICATIONS, INSTRUMENTATION, FIRE ALARM, TELEVISION AND COMPUTER SYSTEMS AND FOR ALL BRANCH CIRCUIT "HOME RUNS" TO PANELBOARDS. 2. INSTALLED TO PROVIDE ADEQUATE GROUNDING BETWEEN ALL OUTLETS AND THE ESTABLISHED ELECTRICAL SYSTEM GROUND. 3. CUT SQUARE, FREE OF BURRS DUE TO FIELD CUTTING OR MANUFACTURE, AND BUSHED WHERE NECESSARY. BOLT LENGTH SHALL NOT EXTEND MORE THAN 1/4 IN. BEYOND A NUT. 4. INSTALLED WITH EXTERIOR SURFACES NOT LESS THAN 6 IN. FROM ANY SURFACE WITH NORMAL OPERATING TEMPERATURE OF 200'F OR HIGHER. 5. PLUGGED AT THE ENDS OF EACH ROUGHED -IN RACEWAY WITH AN APPROVED CAP OR DISC TO PREVENT THE ENTRANCE OF FOREIGN MATERIALS DURING CONSTRUCTION. 6. CONCEALED THROUGHOUT EXCEPT WHERE EXPOSURE IS PERMITTED BY THE OWNER'S REPRESENTATIVE. ALL EXPOSED RACEWAYS SHALL BE PAINTED TO MATCH EXISTING ADJACENT SURFACE FINISH AS DIRECTED BY THE ARCHITECT. 7. INSTALLED PARALLEL OR PERPENDICULAR TO FLOORS, WALLS AND CEILINGS WHERE EXPOSED WIRING IS PERMITTED. 8. INSTALLED WITH A MINIMUM OF BENDS AND OFFSETS. ALL BENDS SHALL BE MADE WITHOUT KINKING OR DESTROYING THE CROSS SECTION CONTOUR OF THE RACEWAY. FACTORY MADE BENDS ARE ACCEPTABLE AND SHOULD BE CONSIDERED FOR RACEWAYS LARGER THAN 2 IN. 9. INSTALLED WITH UL APPROVED RAIN -TIGHT AND CONCRETE -TIGHT COUPLINGS AND CONNECTORS. 15 H ARCHITECTS. P.C. M ARC E C11 �U Ro-, E 0 H U E I -DI � 0 RDI 3 D � L 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK BAR POOL 512 MAIN STREET WEST YARMOUTH, MA 02673 K J ENGaNEER N s Mechtanicn&`Eectrlcaf Engineering Carast.l*unYs -api alG:_t;lr . A-h.."mr i Baf,Mi, ; Sy-usa a .Tf 3TRFET, MATE41D wam 8. - ..:? 0 Fe gyp`' JA &4ES CHATELLE ELECTRICAL No. 48529 9G�/STE4� a� / AL fir' H DDA PR JECT #21-008 G Stamp F SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 F D C Drawn CJE Project Manager B A B P.I.C. SZE SHEET TITLE ELECTRICAL SPECIFICATIONS B SHEET NUMBER E0.03 2 3 4 5 6 7 8 9 10 11 12 13 14 15 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. N c- m L D. E. K F. J H G G. H. E I. - J. K. E L. M. N. D O. C P. B Q. A R. 1 j 2 3 4 5 6 789 10 13. OUTPUT CARRIER FREQUENCY: SELECTABLE; 1 TO 12.5 KHZ. 1. OUTPUT FREQUENCY (HZ). G. MAGNETIC STARTER: SHALL BE SINGLE -SPEED, ACROSS -THE -LINE TYPE RATED IN ACCORDANCE WITH NEMA STANDARDS, SIZES AND HORSEPOWER RATINGS. 14. STOP MODES: PROGRAMMABLE INCLUDING FAST, FREE -WHEEL, AND DC 2. MOTOR SPEED (RPM). STARTERS SHALL BE MOUNTED IN NEMA 1 ENCLOSURES UNLESS OTHERWISE INJECTION BRAKING. INDICATED. MAGNETIC STARTERS SHALL BE EQUIPPED WITH FUSED CONTROL POWER 3. MOTOR STATUS (RUNNING, STOP, FAULT). TRANSFORMER FOR 120V CONTROL POWER AND DOUBLE BREAK SILVER ALLOY INVERTER: ASD SHALL EMPLOY A 6 PWM POWER ELECTRONIC SYSTEM, CONSISTING CONTACTS; ALL CONTACTS SHALL BE REPLACEABLE WITHOUT REMOVING STARTER OF: 4. MOTOR CURRENT (AMPERES). OR DISCONNECTING POWER WIRING. STARTER SHALL HAVE STRAIGHT -THROUGH 1. INPUT SECTION: 5. MOTOR TORQUE PERCENT (PERCENT). WIRING. COILS SHALL BE OF MOLDED CONSTRUCTION AND SHALL BE REPLACEABLE FROM THE FRONT WITHOUT REMOVING STARTER. OVERLOAD RELAYS SHALL BE SOLID a. ASD INPUT POWER STAGE SHALL CONVERT THREE-PHASE AC LINE 6. FAULT OR ALARMING STATUS (CODE). STATE TYPE WITH REPLACEABLE CONTROL CIRCUIT MODULE. THERMAL UNITS SHALL POWER INTO A FIXED DC VOLTAGE VIA A SOLID STATE FULL WAVE BE OF ONE-PIECE CONSTRUCTION AND INTERCHANGEABLE. STARTER SHALL BE DIODE RECTIFIER. 7. PID FEEDBACK SIGNAL (PERCENT). INOPERATIVE IF THERMAL UNIT IS REMOVED. PROVIDE HAND -OFF -AUTO SELECTOR SWITCH AND "RUN" PILOT LIGHT IN COVER. WIRE FOR MAINTAINED CONTACT UNLESS 2. INTERMEDIATE SECTION: 8. DC -LINK VOLTAGE DC N )• OTHERWISE NOTED. a. DC BUS AS A SUPPLY TO THE ASD OUTPUT SECTION SHALL MAINTAIN A 9. SET POINT FREQUENCY (HZ). H. COMBINATION MAGNETIC STARTER: SHALL BE SIMILAR TO "MAGNETIC STARTER," FIXED VOLTAGE WITH FILTERING AND SHORT CIRCUIT PROTECTION. ABOVE, EXCEPT SHALL INCLUDE FUSIBLE DISCONNECT SWITCH CONNECTED AHEAD 10. MOTOR OUTPUT VOLTAGE (V AC). OF STARTER. THE DISCONNECT HANDLE SHALL BE IN CONTROL OF THE DISCONNECT b. DC BUS SHALL BE INTERFACED WITH THE ASD DIAGNOSTIC LOGIC DEVICE WITH THE DOOR OPEN OR CLOSED. DISCONNECT HANDLE SHALL BE CLEARLY CIRCUIT, FOR CONTINUOUS MONITORING AND PROTECTION OF THE S. CONTROL SIGNAL INTERFACES: MARKED AS TO WHETHER THE DISCONNECT DEVICE IS "ON" OR "OFF". POWER COMPONENTS 1. ELECTRIC INPUT SIGNAL INTERFACE: 2.4 ENCLOSURES 3. OUTPUT SECTION: a. A MINIMUM OF TWO PROGRAMMABLE ANALOG INPUTS FIELD A. ENCLOSURES: NEMA 250, TO COMPLY WITH ENVIRONMENTAL CONDITIONS AT a. INSULATED GATE BIPOLAR TRANSISTORS (IGBTS) SHALL CONVERT DC SELECTABLE FOR 0- TO 10-V DC OR 4- TO 20-MA DC. INSTALLED LOCATION. UNLESS OTHERWISE NOTED ON THE DRAWINGS, PROVIDE BUS VOLTAGE TO VARIABLE FREQUENCY AND VOLTAGE. TYPE 1 FOR DRY AND CLEAN INDOOR LOCATIONS, TYPE 3R FOR OUTDOOR b. A MINIMUM OF SIX MULTIFUNCTION PROGRAMMABLE DIGITAL INPUTS. LOCATIONS, TYPE 4X STAINLESS STEEL FOR KITCHEN AND WASH -DOWN AREAS, AND b. THE ASD SHALL EMPLOY PULSE WIDTH MODULATED OUTPUT TYPE 12 FOR AREAS SUBJECT TO DUST, FALLING DIRT, AND DRIPPING NON CORROSIVE TECHNOLOGY TO POWER THE MOTOR. 2. REMOTE SIGNAL INPUTS: CAPABILITY TO ACCEPT ANY OF THE FOLLOWING LIQUIDS. SPEED -SETTING INPUT SIGNALS FROM THE DDC SYSTEM FOR HVAC OR OTHER ISOLATED CONTROL INTERFACE: ASDS CONTROL INPUT TO FOLLOW REMOTE- CONTROL SYSTEMS: PART 3 - EXECUTION CONTROL SIGNAL (SELECTABLE 0-1 OVDC, 4-20MA, 0-20MA, AND NETWORK) OVER A 3.1 MINIMUM 40:1 SPEED RANGE WITH ELECTRICAL SIGNAL, a. 0- TO 10-V DC. EXAMINATION INTERNAL ADJUSTABILITY CAPABILITIES: b. 4- TO 20-MA DC. A. EXAMINE AREAS, SURFACES, AND SUBSTRATES TO RECEIVE MOTOR CONTROLLERS, WITH INSTALLER PRESENT, FOR COMPLIANCE WITH REQUIREMENTS FOR 1. MINIMUM SPEED: 5 TO 25 PERCENT OF MAXIMUM RPM. C. POTENTIOMETER USING UP/DOWN DIGITAL INPUTS. INSTALLATION TOLERANCES, AND OTHER CONDITIONS AFFECTING PERFORMANCE OF THE WORK. 2. MAXIMUM SPEED: 80 TO 100 PERCENT OF MAXIMUM RPM. d. FIXED FREQUENCIES USING DIGITAL INPUTS. B. EXAMINE MOTOR CONTROLLERS BEFORE INSTALLATION. REJECT MOTOR 3. ACCELERATION: 0.1 TO 6000 SECONDS. 3. OUTPUT SIGNAL INTERFACE: A MINIMUM OF ONE PROGRAMMABLE ANALOG CONTROLLERS THAT ARE WET, MOISTURE DAMAGED, OR MOLD DAMAGED, OUTPUT SIGNAL (0- TO 10-V DC OR 4- TO 20-MA DC), WHICH CAN BE 4. DECELERATION: 0.1 TO 6000 SECONDS. CONFIGURED FOR ANY OF THE FOLLOWING: C. EXAMINE ROUGHING -IN FOR CONDUIT SYSTEMS TO VERIFY ACTUAL LOCATIONS OF CONDUIT CONNECTIONS BEFORE MOTOR CONTROLLER INSTALLATION. 5. CURRENT LIMIT: 30 TO MINIMUM OF 150 PERCENT OF MAXIMUM RATING. a. OUTPUT FREQUENCY (HZ). D. PREPARE WRITTEN REPORT, ENDORSED BY INSTALLER, LISTING CONDITIONS SELF-PROTECTION AND RELIABILITY FEATURES: b. OUTPUT CURRENT (LOAD). DETRIMENTAL TO PERFORMANCE OF THE WORK. 1. SURGE SUPPRESSION: FACTORY INSTALLED AS AN INTEGRAL PART OF THE C. DC -LINK VOLTAGE (V DC). E. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE ASD, COMPLYING WITH UL 1449 SPD, TYPE 1 OR TYPE 2. BEEN CORRECTED. d. MOTOR TORQUE (PERCENT). 2. LOSS OF INPUT SIGNAL PROTECTION: SELECTABLE RESPONSE STRATEGY, 3.2 INSTALLATION INCLUDING SPEED DEFAULT TO A PERCENT OF THE MOST RECENT SPEED, A e. MOTOR SPEED (RPM). PRESET SPEED, OR STOP; WITH ALARM. A. WALL -MOUNTED ASDS: INSTALL WITH TOPS AT UNIFORM HEIGHT AND WITH f. SET POINT FREQUENCY (HZ). DISCONNECT OPERATING HANDLES NOT HIGHER THAN 79 INCHES ABOVE FINISHED 3. UNDER AND OVERVOLTAGE PROTECTION. FLOOR, UNLESS OTHERWISE INDICATED, AND BY BOLTING UNITS TO WALL OR 9. ANY AUX CONTACTS. MOUNTING ON LIGHTWEIGHT STRUCTURAL -STEEL CHANNELS BOLTED TO WALL. FOR 4. INVERTER OVERCURRENT PROTECTION. 4. REMOTE INDICATION INTERFACE: A MINIMUM OF THREE PROGRAMMABLE DRY- CONTROLLERS NOT ON WALLS, PROVIDE FREESTANDING RACKS. 5. ASD AND MOTOR-OVERLOAD/OVER TEMPERATURE PROTECTION: CIRCUIT RELAY OUTPUTS (120-VAC, 1 A) FOR REMOTE INDICATION OF THE B. WALL -MOUNTED MANUAL AND MAGNETIC CONTROLLERS: INSTALL ON WALLS WITH MICROPROCESSOR -BASED THERMAL PROTECTION SYSTEM FOR MONITORING FOLLOWING: TOPS AT UNIFORM HEIGHT, AND BY BOLTING UNITS TO WALL OR MOUNTING ON ASDS AND MOTOR THERMAL CHARACTERISTICS, AND FOR PROVIDING ASD MOTOR RUNNING. LIGHTWEIGHT STRUCTURAL -STEEL CHANNELS BOLTED TO WALL. FOR CONTROLLERS OVER TEMPERATURE AND MOTOR -OVERLOAD ALARM AND TRIP. THE a. NOT AT WALLS, PROVIDE FREESTANDING RACKS. SETTINGS SHALL BE SELECTABLE UTILIZING THE KEYPAD. b. SET POINT SPEED REACHED. C. FLOOR -MOUNTING CONTROLLERS: INSTALL ASDS ON 4-INCH NOMINAL THICKNESS 6. CRITICAL FREQUENCY REJECTION, WITH THREE SELECTABLE, ADJUSTABLE G. FAULT AND WARNING INDICATION (OVERTEMPERATURE OR CONCRETE BASE. DEAD BANDS, OVERCURRENT). 1. INSTALL DOWEL RODS TO CONNECT CONCRETE BASE TO CONCRETE FLOOR. 7. INSTANTANEOUS LINE -TO -LINE AND LINE -TO -GROUND OVERCURRENT TRIPS. T. INTERFACE WITH DDC SYSTEM FOR HVAC: FACTORY -INSTALLED HARDWARE AND UNLESS OTHERWISE INDICATED, INSTALL DOWEL RODS ON 18 INCH CENTERS SOFTWARE SHALL INTERFACE WITH DDC SYSTEM FOR HVAC TO MONITOR, CONTROL, AROUND THE FULL PERIMETER OF CONCRETE BASE. 8. LOSS -OF -PHASE PROTECTION. DISPLAY, AND RECORD DATA FOR USE IN PROCESSING REPORTS. ASD SETTINGS 2. FOR SUPPORTED EQUIPMENT, INSTALL EPDXY -COATED ANCHOR BOLTS THAT 9. REVERSE -PHASE PROTECTION. SHALL BE RETAINED WITHIN ASD'S NONVOLATILE MEMORY. EXTEND THROUGH CONCRETE BASE AND ANCHOR INTO STRUCTURAL 10. SHORT-CIRCUIT PROTECTION. 1. PROVIDE EIA-485 PORT AS STANDARD. THE STANDARD PROTOCOLS SHALL BE CONCRETE FLOOR. BACNET MS/TP, MODBUS RTU AND N2. PROVIDE ADDITIONAL PORTS FOR ANY 3. PLACE AND SECURE ANCHORAGE DEVICES. USE SETTING DRAWINGS, 11. MOTOR OVER -TEMPERATURE FAULT. OTHER PROTOCOLS THAT ARE UTILIZED IN THE PROJECT. TEMPLATES, DIAGRAMS, INSTRUCTIONS, AND DIRECTIONS FURNISHED WITH 12. SHUT DOWN ON INDICATION OF MOTOR LOCAL DISCONNECT SWITCH OPEN U. INTERFACE SO ASD HAS INDICATION OF DOWNSTREAM DISCONNECT SWITCH(ES) ITEMS TO BE EMBEDDED. POSITION. STATUS (OPEN -CLOSED) AND :OPERATES ACCORDINGLY. 4. INSTALL ANCHOR BOLTS TO ELEVATIONS REQUIRED FOR PROPER AUTOMATIC RESET/RESTART: ATTEMPT THREE RESTARTS AFTER DRIVE FAULT OR ON V. ASDS SHALL HAVE AN INPUT INDUCTIVE REACTANCE EITHER VIA 5% IMPEDANCE AC ATTACHMENT TO SUPPORTED EQUIPMENT. RETURN OF POWER AFTER AN INTERRUPTION AND BEFORE SHUTTING DOWN FOR LINE REACTOR OR A PAIR OF BALANCED DC CHOKES, ONE ON THE POSITIVE AND ONE D. TEMPORARY LIFTING PROVISIONS: REMOVE TEMPORARY LIFTING EYES, CHANNELS, MANUAL RESET OR FAULT CORRECTION; ADJUSTABLE DELAY TIME BETWEEN RESTART ON THE NEGATIVE SIDE OF THE DC BUS, WITH AN EFFECTIVE INPUT IMPEDANCE AND BRACKETS AND TEMPORARY BLOCKING OF MOVING PARTS FROM ENCLOSURES ATTEMPTS. FIELD ADJUSTABLE FOR MANUAL RESTART. EQUIVALENT TO A 5% AC LINE REACTOR. ANY ASDS THAT DO NOT MEET THIS AND COMPONENTS. REQUIREMENT MUST HAVE A 5% AC LINE REACTOR ADDED, WITH THE REACTOR POWER -INTERRUPTION PROTECTION: TO PREVENT MOTOR FROM RE -ENERGIZING MOUNTED IN THE SAME ENCLOSURE AS THE ASD E. INSTALL FUSES, HEATERS IN THERMAL -OVERLOAD RELAYS (BASED ON ACTUAL AFTER A POWER INTERRUPTION UNTIL MOTOR HAS STOPPED, UNLESS "BIDIRECTIONAL NAMEPLATE FULL -LOAD AMPERES) AFTER MOTORS ARE INSTALLED, AND INSTALL, AUTOSPEED SEARCH" FEATURE IS AVAILABLE AND ENGAGED. W. EMURFI FILTERING: ONBOARD FILTERS SHALL ALLOW ASD ASSEMBLY TO BE CE CONNECT, AND FUSE THERMAL -PROTECTOR MONITORING RELAYS FURNISHED WITH MARKED; CERTIFY COMPLIANCE WITH IEC 61800-3 FOR CATEGORY C2. MOTOR -DRIVEN EQUIPMENT. BIDIRECTIONAL AUTOSPEED SEARCH: CAPABLE OF STARTING ASD INTO ROTATING LOADS SPINNING IN EITHER DIRECTION AND RETURNING MOTOR TO SET SPEED IN X. ACCESSORIES: F. MAINTAIN MINIMUM CLEARANCES AND WORKSPACE AT EQUIPMENT ACCORDING TO PROPER DIRECTION, WITHOUT CAUSING DAMAGE TO DRIVE, MOTOR, OR LOAD. 1. GENERAL REQUIREMENTS FOR CONTROL -CIRCUIT AND PILOT DEVICES: NEMA MANUFACTURER'S WRITTEN INSTRUCTIONS AND NFPA 70. TORQUE BOOST: AUTOMATICALLY VARIES STARTING AND CONTINUOUS TORQUE TO ICS 5; FACTORY INSTALLED IN ASD ENCLOSURE COVER UNLESS OTHERWISE G. WIRING WITHIN ENCLOSURES: BUNDLE, LACE, AND TRAIN CONDUCTORS TO TERMINAL AT LEAST 1.5 TIMES THE MINIMUM TORQUE TO ENSURE HIGH -STARTING TORQUE AND INDICATED. POINTS WITH NO EXCESS AND WITHOUT EXCEEDING MANUFACTURER'S LIMITATIONS INCREASED TORQUE AT SLOW SPEEDS. 2. REVERSIBLE NC/NO BYPASS CONTACTOR AUXILIARY CONTACT(S). ON BENDING RADII. INSTALL LACING BARS AND DISTRIBUTION SPOOLS. MOTOR TEMPERATURE COMPENSATION AT SLOW SPEEDS: ADJUSTABLE CURRENT H. SETTING OF OVERLOAD RELAYS: SELECT AND SET OVERLOADS ON THE BASIS OF FALL -BACK BASED ON OUTPUT FREQUENCY FOR TEMPERATURE PROTECTION OF 3. CONTROL RELAYS: AUXILIARY AND ADJUSTABLE SOLID-STATE TIME -DELAY FULL -LOAD CURRENT RATING AS SHOWN ON MOTOR NAMEPLATE. ADJUST SETTING SELF -COOLED, FAN -VENTILATED MOTORS AT SLOW SPEEDS. RELAYS. VALUE FOR SPECIAL MOTORS AS REQUIRED BY NFPA 70 FOR MOTORS THAT ARE HIGH - TORQUE, HIGH -EFFICIENCY, AND SO ON. INTEGRAL INPUT DISCONNECTING MEANS: MAGNETIC CIRCUIT BREAKER WITH PAD- 2.3 MOTOR STARTERS LOCKABLE, DOOR -MOUNTED HANDLE MECHANISM. I. COMPLY WITH NECA 1. THE ASD SHALL INCLUDE A MOTOR FLUX OPTIMIZATION CIRCUIT THAT WILL A. PROVIDE MOTOR STARTERS AS LISTED ON THE ELECTRIC EQUIPMENT AND CONTROLS 3 CONTROL WIRING INSTALLATION AUTOMATICALLY REDUCE APPLIED MOTOR VOLTAGE TO THE MOTOR TO OPTIMIZE SCHEDULE ON THE DRAWINGS. ENERGY CONSUMPTION AND REDUCE AUDIBLE MOTOR NOISE. B. STARTERS, CONTACTORS AND CONTROLLERS SHALL COMPLY WITH NEMA STANDARDS A. INSTALL WIRING BETWEEN ASDS AND REMOTE DEVICES AND FACILITY'S CENTRAL - THE ASD SHALL PROVIDE A PROGRAMMABLE LOSS -OF -LOAD (BROKEN BELT / BROKEN HAVING GENERAL PURPOSE NEMA 1 OR 1 B ENCLOSURE UNLESS OTHERWISE CALLED CONTROL SYSTEM. COUPLING) FORM-C RELAY OUTPUT. THE DRIVE SHALL BE PROGRAMMABLE TO SIGNAL FOR. PROVIDE EXPLOSION PROOF, WEATHER RESISTANT OR WATERTIGHTCONSTRUCTION B. BUNDLE, TRAIN, AND SUPPORT WIRING IN ENCLOSURES. THE LOSS -OF -LOAD CONDITION VIA KEYPAD WARNING, FORM-C RELAY OUTPUT, OR AS REQUIRED. STARTERS SHALL BE MINIMUM NEMA SIZE. 0 WITH OVER SERIAL COMMUNICATION BUS. SOLID STATE OVERLOADS IN EACH PHASE SIZED PER NEC, MOTOR FULL LOAD C. CONNECT SELECTOR SWITCHES AND OTHER AUTOMATIC -CONTROL DEVICES WHERE AMPERAGE, SERVICE FACTOR, AND MOTOR OPERATING CONDITIONS. APPLICABLE. UNIT MOUNTED OPERATOR STATION: FRONT -ACCESSIBLE, SEALED KEYPAD AND PLAIN-ENGLISH-LANGUAGE DIGITAL DISPLAY; ALLOWS COMPLETE PROGRAMMING, C. PAD LOCK ARRANGEMENTS SHALL BE PROVIDED TO LOCK THE DISCONNECT DEVICE IN D. CONNECT SELECTOR SWITCHES TO BYPASS ONLY THOSE MANUAL- AND AUTOMATIC - PROGRAM COPYING, OPERATING, MONITORING, AND DIAGNOSTIC CAPABILITY. THE "OFF" POSITION. MAGNETIC STARTERSSHALL BE PROVIDED WITH A CONTROL CONTROL DEVICES THAT HAVE NO SAFETY FUNCTIONS WHEN SWITCHES ARE IN POWER TRANSFORMER WITH 120V SECONDARY AND PRIMARY AND SECONDARY MANUAL -CONTROL POSITION. 1. KEYPAD: IN ADDITION TO REQUIRED PROGRAMMING AND CONTROL KEYS, FUSING AND BE SIZED TO ACCEPT THE LOADS IMPOSED THERE ON. STARTERS SHALL INCLUDE KEYS FOR HAND, OFF, AND AUTO MODES. HAVE LED TYPE PILOT LIGHTS. EACH STARTER SUBJECT TO ELECTRICAL INTERLOCK E. CONNECT SELECTOR SWITCHES WITH CONTROL CIRCUIT IN BOTH MANUAL AND AND/OR AUTOMATIC CONTROL SHALL HAVE NECESSARY AUXILIARY CONTACTS. AUTOMATIC POSITIONS FOR SAFETY -TYPE CONTROL DEVICES SUCH AS LOW- AND 2. SECURITY ACCESS: PROVIDE ELECTRONIC SECURITY ACCESS TO CONTROLS HIGH-PRESSURE CUTOUTS, HIGH -TEMPERATURE CUTOUTS, AND MOTOR -OVERLOAD THROUGH IDENTIFICATION AND PASSWORD WITH AT LEAST THREE LEVELS OF D. AUXILIARY DEVICES: PROVIDE PUSHBUTTON STATIONS, PILOT LIGHTS, DEVICES, PROTECTORS. ACCESS: VIEW ONLY; VIEW AND OPERATE; AND VIEW, OPERATE, AND SERVICE.. RELAYS, TRANSFORMERS, SELECTOR SWITCHES, ELECTRIC THERMOSTATS, AUXILIARY COORDINATE THE ACCESS CODES WITH THE OWNER. STARTER CONTACTS AS REQUIRED FOR FUNCTIONS CALLED FOR. PROVIDE 3.4 IDENTIFICATION SEPARATE RELAY FOR EACH SPEED TO OPERATE ELECTRIC DAMPERS OR OTHER STATUS INDICATORS DISPLAYING THE FOLLOWING CONDITIONS: DEVICES AS REQUIRED FOR MULTISPEED MOTOR CIRCUIT. A. IDENTIFY MOTOR CONTROLLERS, COMPONENTS, AND CONTROL WIRING. IDENTIFY FIELD -INSTALLED CONDUCTORS, INTERCONNECTING WIRING, AND COMPONENTS; 1. POWER ON. E. MANUAL MOTOR STARTER: PROVIDE WARNING SIGNS. LABEL EACH ASD WITH ENGRAVED NAMEPLATE. LABEL EACH ENCLOSURE -MOUNTED CONTROL AND PILOT DEVICE. IDENTIFY ALL ITEMS AS 2. RUN. 1. PROVIDE ALL STARTERS WITH THERMAL OVERLOAD(S); AND PILOT LIGHTOS , DESCRIBED IN SECTION 260501 AND HANDLE LOCK -OUT PROVISIONS. GANG STARTER WITH SELECTOR 3. OVERVOLTAGE. SWITCH FOR MULTISPEED APPLICATIONS. PROVIDE SINGLE OR 2-POLE AS 3.5 FIELD QUALITY CONTROL REQUIRED: 4. LINE FAULT. A. ENGAGE A FACTORY AUTHORIZED SERVICE REPRESENTATIVE TO TEST AND INSPECT a. 120 VOLT, SINGLE -POLE, SURFACE MOUNTED: SQUARE-D FG-5P AND COMPONENTS, ASSEMBLIES, AND EQUIPMENT INSTALLATIONS, INCLUDING 5. OVERCURRENT. HANDLE GUARD. CONNECTIONS. 6. EXTERNAL FAULT. b. 240 VOLT, TWO -POLE, SURFACE MOUNTED: SQUARE-D FG-6P AND B. TESTS AND INSPECTIONS FOR ASDS: HANDLE GUARD. HISTORICAL LOGGING INFORMATION AND DISPLAYS 1. INSPECT ASDS, WIRING, COMPONENTS, CONNECTIONS, AND EQUIPMENT F. MANUAL STARTER WITH RELAY: SHALL BE SIMILAR TO "MANUAL MOTOR STARTER," INSTALLATION. 1. REAL TIME CLOCK WITH CURRENT TIME AND DATE. ABOVE, EXCEPT TO INCLUDE A TWO -GANG BOX WITH RELAY SIZED FOR LOAD INDICATED, AND HAND -OFF -AUTOMATIC SWITCH. CONNECT RELAY FOR 120V 2. TEST INSULATION RESISTANCE FOR EACH ASD ELEMENT, COMPONENT, 2. RUNNING LOG OF TOTAL POWER VERSUS TIME OPERATION ON LOAD SIDE OF STARTER IN "AUTOMATIC" MODE. COORDINATE CONNECTING MOTOR SUPPLY, FEEDER, AND CONTROL CIRCUITS. CONNECTION OF FORM C MAINTAINED CONTACT FOR CONTROL WITH MECHANICAL 3. TOTAL RUN TIME. CONTRACTOR. 3. TEST CONTINUITY OF EACH CIRCUIT. 4. FAULT LOG, MAINTAINING FAULTS WITH TIME AND DATE STAMP FOR EACH. 4. VERIFY THAT VOLTAGES AT ASD LOCATIONS ARE WITHIN 10 PERCENT OF MOTOR NAMEPLATE RATED VOLTAGES. IF OUTSIDE THIS RANGE FOR ANY 5. KWH. MOTOR, NOTIFY OWNER'S REPRESENTATIVE BEFORE STARTING THE MOTOR(S). INDICATING DEVICES: DIGITAL DISPLAY MOUNTED FLUSH IN ASD DOOR AND CONNECTED TO DISPLAY ASD PARAMETERS INCLUDING, BUT NOT LIMITED TO: 5. TEST EACH MOTOR FOR PROPER PHASE ROTATION. $ll l 11 12 13 14 6. PERFORM TESTS ACCORDING TO THE INSPECTION AND TEST PROCEDURES FOR ADJUSTABLE SPEED DRIVES STATED IN NETA ACCEPTANCE TESTING SPECIFICATION. CERTIFY COMPLIANCE WITH TEST PARAMETERS. 7. CORRECT MALFUNCTIONING UNITS ON -SITE, WHERE POSSIBLE, AND RETEST TO DEMONSTRATE COMPLIANCE; OTHERWISE, REPLACE WITH NEW UNITS AND RETEST. 8. TEST AND ADJUST CONTROLS, REMOTE MONITORING, AND SAFETIES. REPLACE DAMAGED AND MALFUNCTIONING CONTROLS AND EQUIPMENT. C. TESTS AND INSPECTIONS FOR MANUAL AND MAGNETIC MOTOR CONTROLLERS: 1. COMPLY WITH THE PROVISIONS OF NFPA 70B, "TESTING AND TEST METHODS CHAPTER. 2. VISUAL AND MECHANICAL INSPECTION: a. COMPARE EQUIPMENT NAMEPLATE DATA WITH DRAWINGS AND SPECIFICATIONS. b. INSPECT PHYSICAL AND MECHANICAL CONDITION, ANCHORAGE, ALIGNMENT, AND GROUNDING, AND THAT THE CONTROLLER IS CLEAN. C. INSPECT CONTACTORS: VERIFY MECHANICAL OPERATION AND CONTACT GAP, WIPE, ALIGNMENT, AND PRESSURE ARE ACCORDING TO MANUFACTURER'S PUBLISHED DATA. d. MOTOR -RUNNING PROTECTION: VERIFY OVERLOAD ELEMENT RATING IS CORRECT FOR ITS APPLICATION AND IF PROTECTION IS PROVIDED BY FUSES, VERIFY CORRECT FUSE RATING. e. INSPECT BOLTED ELECTRICAL CONNECTIONS FOR HIGH RESISTANCE USING ONE OF THE TWO FOLLOWING METHODS: 1) USE A LOW -RESISTANCE OHMMETER. COMPARE BOLTED CONNECTION RESISTANCE VALUES WITH VALUES OF SIMILAR CONNECTIONS. INVESTIGATE VALUES THAT DEVIATE FROM THOSE OF SIMILAR BOLTED CONNECTIONS BY MORE THAN 50 PERCENT OF THE LOWEST VALUE. 2) VERIFY TIGHTNESS OF ACCESSIBLE BOLTED ELECTRICAL CONNECTIONS BY CALIBRATED TORQUE -WRENCH METHOD ACCORDING TO MANUFACTURER'S PUBLISHED DATA OR NETA ATS TABLE 100.12. BOLT -TORQUE LEVELS SHALL BE ACCORDING TO MANUFACTURER'S PUBLISHED DATA. IN THE ABSENCE OF MANUFACTURER'S PUBLISHED DATA, USE NETA ATS TABLE 100.12. f. VERIFY APPROPRIATE LUBRICATION ON MOVING CURRENT -CARRYING PARTS AND ON MOVING AND SLIDING SURFACES. D. MOTOR CONTROLLERS WILL BE CONSIDERED DEFECTIVE IF THEY DO NOT PASS TESTS AND INSPECTIONS. E. PREPARE TEST AND INSPECTION REPORTS, INCLUDING A CERTIFIED REPORT THAT IDENTIFIES THE ASD AND DESCRIBES RESULTS. INCLUDE NOTATION OF DEFICIENCIES DETECTED, REMEDIAL ACTION TAKEN, AND OBSERVATIONS MADE AFTER REMEDIAL ACTION. 3.6 STARTUP SERVICE A. ENGAGE A FACTORY -AUTHORIZED SERVICE REPRESENTATIVE TO PERFORM STARTUP SERVICE. COMPLETE INSTALLATION AND STARTUP CHECKS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. 3.7 ADJUSTING A. PROGRAM MICROPROCESSORS FOR REQUIRED OPERATIONAL SEQUENCES, STATUS INDICATIONS, ALARMS, EVENT RECORDING, AND DISPLAY FEATURES. CLEAR EVENTS MEMORY AFTER FINAL ACCEPTANCE TESTING AND PRIOR TO SUBSTANTIAL COMPLETION. B. SET FIELD -ADJUSTABLE SWITCHES, AUXILIARY RELAYS, TIME -DELAY RELAYS, TIMERS, AND OVERLOAD -RELAY PICKUP AND TRIP RANGES. C. ADJUST CARRIER FREQUENCY FOR OPTIMAL OPERATION WITH LOAD AND CONDITIONS. D. ADJUST THE TRIP SETTINGS OF INSTANTANEOUS -ONLY CIRCUIT BREAKERS AND THERMAL -MAGNETIC CIRCUIT BREAKERS WITH ADJUSTABLE, INSTANTANEOUS TRIP ELEMENTS. INITIALLY ADJUST TO 6 TIMES THE MOTOR NAMEPLATE FULL -LOAD AMPERES AND ATTEMPT TO START MOTORS SEVERAL TIMES, ALLOWING FOR MOTOR COOL -DOWN BETWEEN STARTS. IF TRIPPING OCCURS ON MOTOR INRUSH, ADJUST SETTINGS IN INCREMENTS UNTIL MOTORS START WITHOUT TRIPPING. DO NOT EXCEED 8 TIMES THE MOTOR FULL -LOAD AMPERES (OR 11 TIMES FOR NEMA PREMIUM EFFICIENT MOTORS IF REQUIRED). WHERE THESE MAXIMUM SETTINGS DO NOT ALLOW STARTING OF A MOTOR, NOTIFY OWNER'S REPRESENTATIVE BEFORE INCREASING SETTINGS. 3.8 DEMONSTRATION A. ENGAGE A FACTORY -AUTHORIZED SERVICE REPRESENTATIVE TO TRAIN OWNER'S MAINTENANCE PERSONNEL TO ADJUST, OPERATE, REPROGRAM, AND MAINTAIN MOTOR CONTROLLERS. END OF SECTION SECTION 265000 - LIGHTING A. LED LUMINAIRES: 1. SHALL BE RATED FOR 50,OOOHOUR LIFE MINIMUM AND TESTED TO 1ESNA LM-79 AND 80. 2. DRIVER SHALL BE A CLASS 1 POWER SUPPLY WITH 90% POWER FACTOR MINIMUM, 10% THD MAXIMUM AND ADEQUATE HEAT SINK CAPABILITY FOR THE LOAD AND INDICATED LOCATION. TO HAVE A 0-10VDC INPUT DIMMING SIGNAL. 3. WARRANTY TO BE 5 YEAR REPLACEMENT MINIMUM. B. LENSES: 1. CERTIFY THAT THE PRODUCTS HAVE A SMOKE DENSITY OF LESS THAN 75 WHEN TESTED IN ACCORDANCE WITH ASTM D-2843, STANDARD TEST METHOD FOR "DENSITY OF SMOKE FROM THE BURNING OF DECOMPOSITION OF PLASTICS." 2. FIXTURE STANDARDS: ALL EXTERIOR LIGHTING FIXTURE ASSEMBLIES INCLUDING LUMINAIRE, POLE, AND BASE SHALL BE CONSTRUCTED TO WITHSTAND LOCAL WIND FORCE. C. REFER TO LUMINAIRE FIXTURE SCHEDULE ON DRAWINGS. D. LUMINAIRE INSTALLATION: 1. ALL LUMINAIRES SHALL BE CONNECTED WITH THREE (3) #12 CONDUCTORS IN A FLEXIBLE CABLE WHIP, 6 FT. - 0 IN. MAXIMUM IN LENGTH. CABLE SHALL BE INSTALLED SUCH THAT FIXTURES IN LAY -IN CEILING SYSTEM MAY BE RELOCATED ONE -TILE IN ANY DIRECTION WITHOUT REWIRING. 2. ALL LUMINAIRE WHIPS SHALL BE CONNECTED TO A JUNCTION BOX. LUMINAIRES SHALL NOT BE CONNECTED TOGETHER IN A DAISY CHAIN MANNER. 3. SECURELY SUPPORT ALL CONDUITS AND OUTLET BOXES FROM STRUCTURAL MEMBERS. OUTLET BOXES SHALL NOT BE SUPPORTED BY CONDUIT. 4. PROVIDE SEPARATE LUMINAIRE SUPPORTS CAPABLE OF SUPPORTING FOUR TIMES THE LUMINAIRE WEIGHT. DIRECTLY ATTACH STEEL WIRE TO STRUCTURAL MEMBERS. PROVIDE A MINIMUM OF TWO (2) SUPPORTS FOR EACH LUMINAIRE. FIXTURES IN LAY -IN CEILING SHALL BE CLIPPED TO CEILING SYSTEM IN ACCORDANCE WITH NEC. END OF SECTION 15 i i i AR. CHITECTS,P.C. M An� ® L 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK BAR POOL 512 MAIN STREET WEST YARMOUTH, MA 02673 K ENCaNEEP NC MechromcnbElectrical Engineering Const:ltaris C. pimi Gsttic` FocYi Efe' : &Eek.. syrac e 4'3STATE PFT,:AATE. 410 51Z F:32171 .. I E IF.0 : f N- I?a0'„ :, J:Yt. erv3u,ce ,ny!wn 0!• 14{Ii����i �0 JAA{iES c CHATELLE - 0 ELECTRICAL -1 No. 48529 is sr � � t Z1_-- H DDA PR JECT #21-008 G Stamp E SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 E D C Drawn CJE Project Manager EAE P.I.C. SZE SHEET TITLE ELECTRICAL SPECIFICATIONS B - SHEET NUMBER E002 A 1 1 12 13 14 1-5 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. 2 3 4 5 6 7 8 9 10 2 3 4 5 6 7 8 9 10 12 13 14 15 PART 1 - GENERAL 1.1 DESCRIPTION N A. PROVIDE A COMPLETE DISTRIBUTION SYSTEM AS INDICATED ON THE CONTRACT DOCUMENTS AND AS SPECIFIED HEREIN. 1.2 QUALITY ASSURANCE A. ALL METHODS OF CONSTRUCTION, DETAILS OF WORKMANSHIP, THAT ARE NOT SPECIFICALLY DESCRIBED OR INDICATED IN THE CONTRACT DOCUMENTS, SHALL BE SUBJECT TO THE CONTROL AND APPROVAL OF THE OWNER'S REPRESENTATIVE. EQUIPMENT AND MATERIALS SHALL BE OF THE QUALITY AND MANUFACTURE INDICATED IN THEIR RESPECTIVE SECTIONS OF THE SPECIFICATIONS. THE EQUIPMENT SPECIFIED 1S BASED UPON THE ACCEPTABLE MANUFACTURERS LISTED. EQUIPMENT TYPES, DEVICE M RATINGS, DIMENSIONS, ETC., CORRESPOND TO THE NOMENCLATURE DICTATED BY THOSE MANUFACTURERS. WHERE "OR EQUAL" IS STATED, EQUIPMENT SHALL BE EQUIVALENT IN EVERY WAY TO THAT OF THE EQUIPMENT SPECIFIED AND SUBJECT TO APPROVAL. ALL EQUIPMENT SHALL BE TESTED AT THE FACTORY. UNLESS SPECIFIED ELSEWHERE, STANDARD FACTORY INSPECTION AND OPERATIONAL TESTS WILL BE ACCEPTABLE. B. INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA-70 (NATIONAL ELECTRICAL CODE), NATIONAL ELECTRICAL SAFETY CODE (NESC), STATE CODES, LOCAL CODES, AND REQUIREMENTS OF AUTHORITY HAVING JURISDICTION. C. EQUIPMENT SHALL BE DESIGNED, MANUFACTURED, ASSEMBLED, AND TESTED IN ACCORDANCE WITH THE LATEST REVISIONS OF APPLICABLE PUBLISHED ANSI, NEMA, UL L AND IEEE STANDARDS. 1.3 SUBMITTALS A. SUBMIT THE FOLLOWING PRODUCT DATA/INFORMATION: 1. MANUFACTURER AND EQUIPMENT TYPE. 2. STANDARD CATALOG INFORMATION SHEET. 3. DETAILED SHOP DRAWINGS INDICATING PLAN, ELEVATION, END AND ISOMETRIC VIEWS. TOP AND BOTTOM CONDUIT AREAS SHALL BE CLEARLY SHOWN AND K DIMENSIONED ON THE DRAWINGS. 4. SINGLE -LINE DIAGRAM, 5. COMPLETE BILL OF MATERIALS. 6. ALL RELEVANT RATINGS INCLUDING, BUT NOT LIMITED TO, VOLTAGE, CURRENT, INTERRUPTING AND WITHSTAND. 7. OVERCURRENT DEVICE INFORMATION. 8. SUBMIT AVAILABLE AND FINAL SETTINGS, PROGRAMMING AND ADJUSTMENTS. B. SUBMIT PRODUCT DATA AND INFORMATION FOR THE FOLLOWING EQUIPMENT, MATERIALS, PRODUCTS, ETC.: 1. DRY TYPE TRANSFORMER(S) INCLUDING SHIELDED AND LINEAR LOAD TRANSFORMER(S). 2. DISTRIBUTION AND BRANCH CIRCUIT PANELBOARDS. 3. DISCONNECT SWITCHES. 1.4 WARRANTY H A. PROVIDE FULL SYSTEM WARRANTY (LABOR, TRAVEL, EQUIPMENT, ETC.) IN ACCORDANCE WITH DIVISION 1 AND A MINIMUM OF ONE (1) YEAR FROM ACCEPTANCE. PART 2 - PRODUCTS .1 MATERIALS A. DRY -TYPE TRANSFORMERS: 1. TRANSFORMERS TO BE SELF -COOLED VENTILATED DRY TYPE. TRANSFORMERS THAT REQUIRE INTERNAL OR EXTERNAL FAN ASSISTED FORCED AIR COOLING TO G OBTAIN AMBIENT AIR (AA) RATED KVA ARE NOT ACCEPTABLE. TRANSFORMERS 15 KVA AND LESS SHALL HAVE 185C INSULATION SYSTEM AND SHALL BE DESIGNED NOT -TO -EXCEED 115C RISE ABOVE 40C AMBIENT. TRANSFORMERS 30 KVA AND HIGHER SHALL HAVE 220C INSULATION SYSTEM AND SHALL BE DESIGNED NOT -TO - EXCEED 150C RISE ABOVE 40C AMBIENT. INSULATION SYSTEMS SHALL BE U.L. LISTED. CORES SHALL BE MANUFACTURED FROM A HIGH-GRADE, NON -AGING, SILICON STEEL WITH HIGH MAGNETIC PERMEABILITY, LOW HYSTERESIS AND EDDY CURRENT LOSSES, AND SHALL BE CLAMPED WITH STRUCTURAL ANGLES AND BOLTED TO THE ENCLOSURE TO PREVENT DAMAGE DURING SHIPMENT OR ROUGH HANDLING. REMOVE CLAMPING AFTER INSTALLATION. COILS SHALL BE COPPER, VACUUM IMPREGNATED WITH NON-HYDROSCOPIC THERMOSETTING VARNISH AND SHALL HAVE A FINAL WRAP OF ELECTRICAL INSULATING MATERIAL DESIGNED TO E PREVENT INJURY TO THE MAGNET WIRE. TRANSFORMERS HAVING COILS WITH MAGNET WIRE VISIBLE WILL NOT BE ACCEPTABLE. 30 KVA, AND LARGER, FLOOR MOUNTED. UNDER 30 KVA, WALL MOUNTED. PROVIDE MASON TYPE ND, KORFUND OR VIBREX VIBRATION ISOLATION DEVICES FOR EACH TRANSFORMER. 2. RATINGS: SHALL BE AS INDICATED ON THE "TRANSFORMER SCHEDULE" OR AS NOTED ON THE DRAWINGS. IEEE #C57, NEMA AND US GOVERNMENT REQUIREMENTS SHALL APPLY. THE TRANSFORMER EFFICIENCIES SHALL MEET OR EXCEED THE REQUIREMENTS MASSACHUSETTS STATE AND THE US DEPARTMENT OF ENERGY. E 3. FOR TRANSFORMERS UP TO 300 KVA, PROVIDE WITH 6-2-1/2% FULL CAPACITY TAPS, 2-FCAN (FOR CONNECTIONS ABOVE NAMEPLATE) AND 4-FCBN (FOR CONNECTIONS BELOW NAMEPLATE). FOR TRANSFORMERS ABOVE 300 KVA, PROVIDE 4-2-1/2% FULLY RATED TAPS, 2-FCAN AND 2-FCBN. 4. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH CONTRACT DOCUMENTS, THE FOLLOWING MANUFACTURERS ARE ACCEPTABLE: a. SQUARE D b. EATON CORPORATION C. GENERAL ELECTRIC BY ABB d. ACME D e. HEAVY-DUTY f. HOWARD B. DISTRIBUTION PANELBOARDS (NOMINAL 600 VOLT): 1. PROVIDE DISTRIBUTION PANELBOARDS AS INDICATED IN THE "PANELBOARD SCHEDULE" AND AS LOCATED ON THE DRAWINGS. PANELBOARDS SHALL BE EQUIPPED WITH QUICK MAKE/QUICK BREAK THERMAL MAGNETIC, MOLDED CASE CIRCUIT BREAKERS AS SCHEDULED. SHALL BE NRTL LISTED FOR USE AS SERVICE ENTRANCE EQUIPMENT WHERE USED AT THE SERVICE ENTRANCE. 2. PANELBOARD BUSSING AND LUGS SHALL BE COPPER. PROVIDE GROUNDING BUS G IN EACH PANELBOARD, SECURELY BONDED TO THE BOX. PANELBOARD BUS STRUCTURE, MAIN LUGS, AND MAIN BREAKER SHALL HAVE CURRENT RATINGS AS INDICATED. SUCH RATINGS SHALL BE ESTABLISHED BY HEAT RISE TESTS WITH MAXIMUM HOT SPOT TEMPERATURE ON ANY CONNECTOR OR BUS BAR NOT TO EXCEED 50C RISE ABOVE AMBIENT. 3. CIRCUIT BREAKERS SHALL BE EQUIPPED WITH INDIVIDUALLY INSULATED, BRACED AND PROTECTED CONNECTORS. LARGE PERMANENT, INDIVIDUAL CIRCUIT NUMBERS SHALL BE AFFIXED TO EACH BREAKER IN A UNIFORM POSITION. TRIPPED INDICATION SHALL BE CLEARLY SHOWN BY THE BREAKER HANDLE TAKING A POSITION BETWEEN "ON" AND "OFF". PROVISIONS FOR ADDITIONAL BREAKERS SHALL BE SUCH THAT NO ADDITIONAL CONNECTORS WILL BE REQUIRED TO ADD B BREAKERS. A 4. EACH PANELBOARD, AS A COMPLETE UNIT SHALL HAVE A SHORT CIRCUIT RATING 1. SHALL BE HEAVY-DUTY TYPE THREE -POLE, WITH "QUICK MAKE/QUICK BREAK" SECTION 262913 - MOTOR CONTROLLERS EQUAL TO OR GREATER THAN THE RATING SHOWN ON THE PANELBOARD OPERATING HANDLE MECHANICALLY INTERLOCKED WITH THE COVER, SCHEDULE. ALL PANELBOARDS SHALL BE FULLY RATED. "SERIES RATINGS" ARE HORSEPOWER AND VOLTAGE RATED TO MATCH EQUIPMENT SERVED. WHERE PART 1 - GENERAL NOT ACCEPTABLE. THE USE OF SERIES RATING OF PANELBOARDS FOR SHORT INDICATED SWITCHES SHALL BE PROVIDED WITH DUAL -ELEMENT, TIME DELAY, CIRCUIT RATING IS NOT ACCEPTABLE. REJECTION TYPE FUSES. UNLESS OTHERWISE NOTED ON THE DRAWINGS, 1.1 DESCRIPTION SWITCHES SHALL BE INSTALLED IN NEMA 1 FOR INDOOR USE, NEMA 3R FOR 5. PANELBOARD ASSEMBLY SHALL BE ENCLOSED IN A STEEL CABINET, THE RIGIDITY OUTDOOR USE. PROVIDE PROVISIONS FOR PADLOCKING IN THE "OFF" POSITION. A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES AS REQUIRED FOR THE AND GAUGE OF STEEL TO BE AS SPECIFIED IN UL STANDARD 50 FOR CABINETS. PROVIDE NEUTRAL BAR IN SINGLE PHASE OR THREE PHASE, FOUR WIRE CIRCUITS, COMPLETE INSTALLATION AND FULL OPERATION OF SEPARATELY ENCLOSED, THE SIZE OF WIRING GUTTERS SHALL BE IN ACCORDANCE WITH UL STANDARD 67. AND GROUND BAR IN ALL SWITCHES. PROVIDE AUXILIARY CONTACTS WHERE PREASSEMBLED, MOTOR CONTROLS, RATED 600V AND LESS. CABINETS SHALL BE EQUIPPED WITH LOCKS AND ALL LOCKS SHALL BE KEYED CALLED FOR. ALIKE. END WALLS SHALL BE REMOVABLE. FRONTS SHALL BE OF CODE GAUGE, 1.2 DEFINITIONS FULL -FINISHED STEEL WITH RUST -INHIBITING PRIMER AND BAKED ENAMEL FINISH. 2. ALL DISCONNECTS CONNECTED DOWNSTREAM OF ASD'S SHALL HAVE A NORMALLY OPEN AND NORMALLY CLOSED AUXILIARY CONTACTS WHICH SHALL BE WIRED TO A. ASD: ADJUSTABLE SPEED DRIVE MOTOR CONTROLLER. 6. THE PANELBOARD INTERIOR ASSEMBLY SHALL BE DEAD FRONT WITH PANELBOARD THE ASD TO INDICATE DISCONNECT IS OPEN. FRONT REMOVED. PANELBOARD FRONT SHALL BE DOOR INDOOR CONSTRUCTION B. CPT: CONTROL POWER TRANSFORMER. WITH FULL LENGTH PIANO -HINGE. MAIN LUGS OR MAIN BREAKERS SHALL BE 3. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH CONTRACT DOCUMENTS, THE C. DDC: DIRECT DIGITAL CONTROL. BUILDING MANAGEMENT/CONTROL SYSTEM. BARRIERED ON FIVE (5) SIDES. THE END OF THE BUS STRUCTURE OPPOSITE THE FOLLOWING MANUFACTURERS ARE ACCEPTABLE: MAINS SHALL BE BARRIERED. a. SQUARE-D. D. EMI: ELECTROMAGNETIC INTERFERENCE. 7. PANELBOARDS SHALL BE UL LISTED FOR USE INTENDED. b. CUTLER HAMMER. E. PWM: PULSE WIDTH MODULATED. C. GENERAL ELECTRIC. 8. RATINGS SHALL BE AS INDICATED IN THE CONTRACT DOCUMENTS. d. SIEMENS. F. RFI: RADIO -FREQUENCY INTERFERENCE. 9. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH CONTRACT DOCUMENTS, THE 1.3 SUBMITTALS FOLLOWING MANUFACTURERS ARE ACCEPTABLE: F. FUSES: a. SQUARED "I -LINE". A. SUBMIT MANUFACTURER'S PRODUCT DATA FOR EACH TYPE AND RATING OF MOTOR 1. ALL FUSES RATED 600 VOLTS AND BELOW SHALL BE REJECTION TYPE DUAL- CONTROLLER INDICATED. b. EATON CORPORATION "PRL3". ELEMENT, TIME -DELAY TYPE. PROVIDE TWO (2) COMPLETE SETS OF FUSES FOR C. GENERAL ELECTRIC BY ABB RELIAGEAR "NEXT". ALL FUSIBLE DEVICES. DELIVER SPARE FUSES TO THE OWNER AND OBTAIN 1. INCLUDE DIMENSIONS, WEIGHTS, ENCLOSURE TYPES, RATING CAPACITIES, d. SIEMENS. RECEIPT. OPERATING CHARACTERISTICS, ELECTRICAL CHARACTERISTICS, FURNISHED C. BRANCH CIRCUIT PANELBOARDS 480Y/277 VOLT, 208Y/120 VOLT): ( ) 2. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH CONTRACT DOCUMENTS, THE SPECIALTIES AND ACCESSORIES, MOUNTING AND ATTACHMENT DETAILS, METHOD OF FIELD ASSEMBLY, COMPONENTS, AND LOCATION / SIZE OF EACH 1. PROVIDE BRANCH CIRCUIT PANELBOARD AS INDICATED IN THE "PANELBOARD FOLLOWING MANUFACTURERS ARE ACCEPTABLE: FIELD CONNECTION. SCHEDULE" AND AS LOCATED ON THE DRAWINGS. PANELBOARDS SHALL BE a. FUSES 600 AMPERES AND BELOW: BUSSMAN TYPE FRS-R (600 VOLTS), 2. INCLUDE DIAGRAMS FOR POWER, SIGNAL, AND CONTROL WIRING. EQUIPPED WITH QUICK MAKE/QUICK BREAK THERMAL -MAGNETIC, MOLDED CASE BUSSMAN TYPE FRN-R (300 VOLTS) OR EQUIVALENT. CIRCUIT BREAKERS AS SCHEDULED. SHALL BE NRTL LISTED FOR USE AS SERVICE B. AS PART OF OPERATION AND MAINTENANCE DATA, PROVIDE MANUFACTURER'S ENTRANCE EQUIPMENT WHERE USED AT THE SERVICE ENTRANCE. b. FUSES RATED ABOVE 600 AMPERES: BUSSMAN TYPE KRP-C OR WRITTEN INSTRUCTIONS FOR TESTING, ADJUSTING, AND REPROGRAMMING 2. PANELBOARD BUSSING AND LUGS SHALL BE COPPER. PROVIDE GROUNDING BUS EQUIVALENT. MICROPROCESSOR CONTROL MODULES, SETTING FIELD -ADJUSTABLE TIMERS, IN EACH PANELBOARD, SECURELY BONDED TO THE BOX. PANELBOARD BUS PART 3 - EXECUTION CONTROLS, AND STATUS AND ALARM POINTS, AND SETTING FIELD -ADJUSTABLE STRUCTURE AND MAIN LUGS OR MAIN CIRCUIT BREAKER SHALL HAVE CURRENT OVERLOAD RELAYS. RATINGS AS INDICATED. SUCH RATINGS SHALL BE ESTABLISHED BY HEAT RISE 3.1 INSTALLATION 1.4 QUALITY ASSURANCE TESTS, CONDUCTED IN ACCORDANCE WITH UL STANDARD 67. A. ALL EQUIPMENT SHALL BE GROUNDED PER THE NEC. A. ALL METHODS OF CONSTRUCTION, DETAILS OF WORKMANSHIP THAT ARE NOT 3, PROVISIONS FOR ADDITIONAL CIRCUIT BREAKERS SHALL BE SUCH THAT FIELD SPECIFICALLY DESCRIBED OR INDICATED IN THE CONTRACT DOCUMENTS, SHALL BE ADDITION OF CONNECTORS OR MOUNTING HARDWARE WILL NOT BE REQUIRED TO B. ELECTRICAL DISTRIBUTION EQUIPMENT SHALL HAVE LUGS/TERMINATIONS SUITABLE FOR SUBJECT TO THE CONTROL AND APPROVAL OF THE OWNER'S REPRESENTATIVE. ADD CIRCUIT BREAKERS TO THE PANELBOARD. BUS CONNECTIONS SHALL BE THE INDICATED CONDUCTOR SIZE, WHERE CONDUCTORS HAVE BEEN OVERSIZED FOR EQUIPMENT AND MATERIALS SHALL BE OF THE QUALITY AND MANUFACTURE BOLT -ON. VOLTAGE DROP AND WHERE APPROVED BY THE ENGINEER IT SHALL BE ALLOWED TO INDICATED IN THEIR RESPECTIVE SECTIONS OF THE SPECIFICATIONS: THE EQUIPMENT REDUCE THE CONDUCTOR SIZE USING HYDRAULICALLY CRIMPLED SPLICE IN A BOX NEXT SPECIFIED IS BASED UPON THE ACCEPTABLE MANUFACTURERS LISTED. EQUIPMENT 4. EACH PANELBOARD, AS A COMPLETE UNIT, SHALL HAVE A SHORT CIRCUIT TO THE DISTRIBUTION EQUIPMENT TO ALLOW FOR STANDARD LUG TERMINATION. TYPES, DEVICE RATINGS, DIMENSIONS, ETC., CORRESPOND TO THE NOMENCLATURE CURRENT RATING EQUAL TO OR GREATER THAN THE RATING SHOWN ON THE DICTATED BY THOSE MANUFACTURERS. WHERE "OR EQUAL" IS STATED, EQUIPMENT PANELBOARD SCHEDULE OR ON THE PLANS. ALL PANELBOARDS SHALL BE FULLY C. INSTALL DRY -TYPE TRANSFORMERS WITH ADEQUATE CLEARANCES FOR PROPER BE EQUIVALENT IN EVERY WAY TO THAT OF THE EQUIPMENT SPECIFIED AND RATED. "SERIES RATINGS" ARE NOT ACCEPTABLE, REDUCING BREAKER RATINGS VENTILATION. BOLT FLOOR MOUNTED TRANSFORMER TO PAD. SUBJECT TO APPROVAL. ALL EQUIPMENT SHALL BE TESTED AT THE FACTORY. ON THE BASIS OF SERIES RATING IS NOT ACCEPTABLE UNLESS SPECIFIED ELSEWHERE, STANDARD FACTORY INSPECTION AND OPERATIONALTESTS D. DISTRIBUTION SWITCHBOARDS, MOTOR CONTROL CENTERS AND FLOOR MOUNTED DRY- WILL BE ACCEPTABLE. 5. THE PANELBOARD BUS ASSEMBLY SHALL BE ENCLOSED IN A STEEL CABINET. THE TYPE TRANSFORMERS SHALL BE MOUNTED ON 4 IN. HIGH CONCRETE PADS WHICH SHALL RIGIDITY AND GAUGE OF STEEL TO BE SPECIFIED 1N UL STANDARD 50 CABINETS. EXTEND 3 IN. ON ALL SIDES, SECURELY BOLT THE UNIT TO THE PADS FOR PROPER B. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S WIRING GUTTER SPACE SHALL BE IN ACCORDANCE WITH UL STANDARD 67 FOR HORIZONTAL AND VERTICAL ALIGNMENT. RECOMMENDATIONS, NFPA-70 (NATIONAL ELECTRICAL CODE), NATIONAL ELECTRICAL PANELBOARDS. EACH FRONT SHALL INCLUDE A DOOR AND HAVE A FLUSH, SAFETY CODE (NESC), STATE CODES, LOCAL CODES, AND REQUIREMENTS OF STAINLESS STEEL, CYLINDER TYPE LOCK WITH CATCH AND SPRING -LOADED DOOR E. COORDINATE TRANSFORMER PAD DIMENSIONS WITH TRANSFORMER MANUFACTURER'S AUTHORITY HAVING JURISDICTION. PULL. ALL PANELBOARD LOCKS SHALL BE KEYED ALIKE. DOORS SHALL BE REQUIREMENTS. COORDINATE TRANSFORMER PAD LOCATIONS, DIMENSIONS AND MOUNTED BY COMPLETELY CONCEALED STEEL HINGES. A CIRCUIT DIRECTORY DETAILS WITH GENERAL CONTRACTOR. C. EQUIPMENT SHALL BE DESIGNED, MANUFACTURED, ASSEMBLED, AND TESTED IN FRAME AND CARD WITH A CLEAR PLASTIC COVERING SHALL BE PROVIDED ON THE ACCORDANCE WITH THE LATEST REVISIONS OF APPLICABLE PUBLISHED ANSI, NEMA, INSIDE OF THE DOOR. FRONTS SHALL BE OF CODE GAUGE, FULL -FINISHED STEEL F. PROVIDE PAD LOCKABLE BRANCH CIRCUIT BREAKER DEVICE TO HOLD CIRCUIT BREAKER IN UL AND IEEE STANDARDS. WITH RUST INHIBITING IRON PHOSPHATE SEALER AND BAKED ENAMEL FINISH. THE CLOSED POSITION, BUT NOT PREVENT OVERCURRENT PROTECTION, FOR ALL BRANCH MINIMUM BOX WIDTH SHALL BE 20 IN. PROVIDE DOOR -IN -DOOR CONSTRUCTION CIRCUITS SERVING FIRE ALARM CONTROLS PANELS, EMERGENCY LIGHTING AND LIFE D. EQUIPMENT AND SYSTEMS SHALL BE NRTL TESTED AND LABELED. SAFETY BRANCH CIRCUITS. 6. PANELBOARDS WITH MAIN CIRCUIT BREAKER SHALL HAVE INHERENT AND LISTED 1.5 WARRANTY COORDINATION OF THE MAIN AND BRANCH CIRCUIT BREAKERS. G. IDENTIFICATION: A. PROVIDE FULL SYSTEM WARRANTY (LABOR, TRAVEL, EQUIPMENT, ETC.) IN 7. RATINGS SHALL BE AS INDICTED ON THE PANELBOARD SCHEDULE. 1. IDENTIFY ALL ITEMS OF EQUIPMENT AS DESCRIBED IN SECTION 260501-3.1, ACCORDANCE WITH DIVISION 1 WITH A MINIMUM OF ONE (1) YEAR FROM ACCEPTANCE. IDENTIFICATION. IDENTIFICATION SHALL BE PROVIDED FOR SWITCHBOARDS, 8. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH CONTRACT DOCUMENTS, THE PANELBOARDS, TRANSFORMERS, ASD'S, MOTOR STARTERS, DISCONNECT PART 2 - PRODUCTS FOLLOWING MANUFACTURERS ARE ACCEPTABLE: SWITCHES, ENCLOSED CIRCUIT BREAKERS, SWITCHBOARD MAIN/DISTRIBUTION BREAKERS, MCC'S AUTOMATIC TRANSFER SWITCHES, UPS'S, GENERATORS, 2.1 MANUFACTURERS a. 480Y/277 VOLT: SURGE SUPPRESSION DEVICES, CONTROL PANELS, SWITCHGEAR, ETC. A. ACCEPTABLE MANUFACTURERS INCLUDE: 1) SQUARE D "NF". 2. SWITCHBOARDS, PANELBOARDS, MCC'S, SWITCHGEAR, ETC. SHALL HAVE A LABEL 2) EATON CORPORATION "PRL2". INDICATING NAME/TAG ID, FEEDER SOURCE, CONDUCTOR COLOR CONVENTION B. ADJUSTABLE SPEED DRIVES (ASDS): 3) GENERAL ELECTRIC BY ABB RELIAGEAR "RE" OR "RS". AND FOR SERVICE ENTRANCE LOCATIONS THE AVAILABLE SHORT CIRCUIT 4) SIEMENS. CURRENT. 1. ABB (DESIGN MAKE - ACH580) b. 208Y/120 VOLT: 2. YASKAWA 3.2 ELECTRICAL LOAD TEST 1) SQUARE D "NQ". 3. SQUARE D 2) EATON CORPORATION "PRL1". A. CONDUCT A LOAD TEST PRIOR TO REQUEST FOR FINAL PAYMENT AND COMPLY WITH THE 3) GENERAL ELECTRIC BY ABB RELIAGEAR "RQ". FOLLOWING: 4. ALLEN-BRADLEY 4) SIEMENS. 1. ENERGIZE MAXIMUM NORMAL LIGHT AND POWER LOAD FOR A PERIOD OF TWO 5. EATON CORPORATION D. CIRCUIT BREAKERS: HOURS WHEN SCHEDULED. 6. EMERSON 1. CIRCUIT BREAKERS BELOW 400 AMP FRAME SHALL BE MOLDED CASE WITH 2. RECORD VOLTAGE AT SERVICE AND AT EACH PANEL. INVERSE TIME AND INSTANTANEOUS TRIPPING FUNCTIONS, UNLESS INDICATED C. MANUAL AND MAGNETIC MOTOR CONTROLLERS: OTHERWISE IN CONTRACT DOCUMENTS. 3. MEASURE CURRENT IN EACH PHASE OF ALL FEEDERS. 1. SQUARE-D 2. CIRCUIT BREAKERS 400 AMP FRAME AND ABOVE SHALL BE [100% RATED AND] 4. ADJUST TRANSFORMER TAPS AS DIRECTED BY ENGINEER AFTER REVIEW OF EQUIPPED WITH ADJUSTABLE SOLID STATE TRIP UNITS WITH FRONT ADJUSTABLE REPORT. 2. CUTLER HAMMER SHORT TIME, SHORT TIME DELAY, LONG TIME, LONG TIME DELAY AND INSTANTANEOUS TRIP FUNCTIONS AS INDICATED. 5. PROVIDE AND INSTALL ALL NECESSARY METERING EQUIPMENT. 3. GENERAL ELECTRIC 3. LISTED COMBINATION OF COORDINATED CIRCUIT BREAKERS SHALL BE VERIFIED BY 6. OWNER'S REPRESENTATIVE OR SITE REPRESENTATIVE SHALL WITNESS THE TEST. 4. ALLEN-BRADLEY THE EQUIPMENT MANUFACTURER UTILIZING PUBLISHED DATA SHEETS. CONFIRM 5. SIEMENS LISTINGS SHALL BE SUBMITTED. 7. BEFORE FINAL ACCEPTANCE SPECIFIED TEST SHALL BE COMPLETED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE WHO SHALL BE SOLE JUDGE OF 4. LUGS SHALL BE MECHANICAL, RATED FOR 60/75° AUCU. THE ACCEPTABILITY OF SUCH TESTS AND WHO MAY DIRECT THE PERFORMANCE 2.2 ADJUSTABLE SPEED DRIVE MOTOR CONTROLLER OF SUCH ADDITIONAL TESTS AS DEEMED NECESSARY IN ORDER TO DETERMINE A. GENERAL REQUIREMENTS FOR ASDS: 5. BRANCH CIRCUIT BREAKERS SHALL BE QUICK -MAKE, QUICK -BREAK, THERMAL- THE ACCEPTABILITY OF THE SYSTEMS, EQUIPMENT, MATERIAL AND MAGNETIC AND TRIP INDICATING, AND MULTIPOLE BREAKERS SHALL HAVE WORKMANSHIP. ADDITIONAL TESTS REQUIRED BY THE OWNER'S 1. ASD DESCRIPTION: ADJUSTABLE SPEED DRIVE, CONSISTING OF POWER COMMON TRIP. SINGLE POLE 15 AND 20 AMPERE CIRCUIT BREAKERS SHALL BE UL REPRESENTATIVE SHALL BE PROVIDED AT NO ADDITIONAL COST. PROTECTIVE CONVERTER THAT EMPLOYS PULSE -WIDTH -MODULATED INVERTER, FACTORY LISTED AS 'SWITCHING BREAKERS" AT 120V AC OR 277 V AC AND CARRY THE SWD EQUIPMENT SHALL BE ACTUATED IN A MANNER THAT CLEARLY DEMONSTRATED BUILT AND TESTED IN AN ENCLOSURE, WITH INTEGRAL DISCONNECTING MARKING. THEIR WORKABILITY AND OPERATION. MEANS AND OVERCURRENT AND OVERLOAD PROTECTION; ARRANGED TO PROVIDE SELF-PROTECTION, MOTOR PROTECTION, AND VARIABLE -SPEED 6. GROUND -FAULT CIRCUIT BREAKERS SHALL BE QUICK -MAKE, QUICK -BREAK, 3.3 CLEANING CONTROL OF ONE OR MORE INDUCTION MOTORS BY ADJUSTING OUTPUT THERMAL -MAGNETIC, 5 MILLIAMPERE GROUND FAULT SENSING AND TRIP INDICATING, AND MULTIPOLE BREAKERS SHALL HAVE COMMON TRIP. THE GROUND A. AT THE COMPLETION OF THE PROJECT, WHILE EQUIPMENT IS DE -ENERGIZED, IT SHALL BE VOLTAGE AND FREQUENCY. COMPLY WITH NEMA ICS 7, NEMA ICS 61800-2, AND FAULT CIRCUIT BREAKERS SHALL NOT OCCUPY ANY MORE SPACE THAN A THOROUGHLY CLEANED TO A SHIPPED CONDITION USING METHODS IN ACCORDANCE WITH UL 508. SUITABLE FOR OPERATION OF NEMA MG 1, DESIGN A AND DESIGN B STANDARD BREAKER OF THE SAME NUMBER OF POLES. THE MANUFACTURER'S RECOMMENDATIONS. UTILIZE VACUUM FOR CLEANING AND NOT MOTORS, AS DEFINED BY NEMA MG 1. - COMPRESSED GAS. B. UNIT OPERATING REQUIREMENTS: 7. RATINGS SHALL BE AS INDICATED IN THE CONTRACT DOCUMENTS. 8. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH CONTRACT DOCUMENTS, THE 3.4 SPARE PARTS 1. ASD SHALL PROVIDE FULL RATED OUTPUT FROM A LINE VOLTAGE OF PLUS 10% FOLLOWING MANUFACTURERS ARE ACCEPTABLE: A. DELIVER LOOSE EQUIPMENT TO THE OWNER AND OBTAIN RECEIPT FOR FUSES, KEYS TO AND MINUS 10% OF NOMINAL VOLTAGE. ASD SHALL CONTINUE TO OPERATE WITHOUT FAULTING FROM A +30% TO -35% OF NOMINAL LINE VOLTAGE. PANELBOARDS, ETC. a. SQUARE D MICROLOGIC TRIP UNIT. b. EATON CORPORATION OPTIM 550 TRIP UNITS FOR CIRCUIT BREAKERS 400 - 3.5 DISCONNECT DEVICES 2. INPUT AC VOLTAGE UNBALANCE: NOT EXCEEDING 5 PERCENT. 1600 AMP FRAME OR RMS 610 TRIP UNITS FOR 2000 AMP FRAME TO 6000 AMP FRAME. A. ALL DISCONNECT DEVICES DOWNSTREAM OF ASD'S: PROVIDE WIRING, CONDUIT AND 3. INPUT FREQUENCY TOLERANCE: PLUS OR MINUS 5 PERCENT OF ASD C. GENERAL ELECTRIC SPECTRA RMS OR MICROVERSA TRIP UNIT. CONNECTIONS BETWEEN ASD AND DISCONNECT AUXILIARY SWITCH TO ASD. FREQUENCY RATING. d. SIEMENS SENTRON SENSITRIP III TRIP UNIT. END OF SECTION 4. MINIMUM EFFICIENCY: 98 PERCENT AT 60 HZ, FULL LOAD. E. DISCONNECT SWITCHES: 5. MINIMUM PRIMARY -SIDE POWER FACTOR: 98 PERCENT UNDER ANY LOAD OR SPEED CONDITION. 6. MINIMUM SHORT-CIRCUIT CURRENT (WITHSTAND) RATING: 100KA. 7. AMBIENT OPERATING TEMPERATURE RATING: 5 DEG F (-15 DEG C) TO 104 DEG F (40 DEG C) MINIMUM. 8. HUMIDITY RATING: TO 95 PERCENT (NONCONDENSING) MINIMUM. 9. ALTITUDE RATING: SUITABLE FOR INTENDED LOCATION WITH 3300 FEET MINIMUM. 10. VIBRATION WITHSTAND: COMPLY WITH NEMA ICS 61800-2. 11. OVERLOAD CAPABILITY: 1.1 TIMES THE BASE LOAD CURRENT FOR 60 SECONDS; MINIMUM OF 1.3 TIMES THE BASE LOAD CURRENT FOR TWO SECONDS. 12. STARTING TORQUE: MINIMUM 140 PERCENT OF RATED TORQUE FROM 3 TO 60 HZ. i � N M ARCHITIETSC. !,P!. WnD ® E FD1 � 0 FD1 3 L 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK BAR POOL 512 MAIN STREET WEST YARMOUTH, MA 02673 K J NGiNEERiN Mechanicul/Electrical Engineering Co sultor.ts Capi ai Distr,. 18-has[a I Buf. Ric 1 4D S7+TF .REST 3UI1"'410 2'T. x; '.E4[., ..1, N. iz305 -rv+w yi cFrny.run, LZN OF o JAMES CHATELLE ELECTRICAL u No. 48529 CD TS gS� AL H D DA PLO, ECT #2 1-008 G Stamp E SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 E D C Drawn CJE Project Manager EAE P.I.C. SZE SHEET TITLE ELECTRICAL SPECIFICATIONS B SHEET NUMBER E001 A i 1 1 2 I 3 1 4 5 6 7 8 1 9 10 11 12 13 14 15 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.0 2 3 M 5 6 7 8 9 10 11 12 13 14 15 NI M) L K H G E E DI G i 0 GENERAL NOTES (APPLY TO ALL DRAWINGS): A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM ALL OPERATIONS REQUIRED FOR THE COMPLETE INSTALLATION AND RELATED WORK AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. ELECTRIC EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. B. PROVIDE ALL ELECTRICAL EQUIPMENT CONNECTIONS. C. PROVIDE ALL REQUIRED SUPPORTS AND ACCESSORIES. D. PROVIDE ALL WORK IN COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE (NEC) AND THE LATEST EDITION OF THE: 1. BUILDING CODE OF THE STATE OF MASSACHUSETTS 2. ENERGY CONSERVATION CONSTRUCTION CODE OF MASSACHUSETTS STATE 3. OSHA REQUIREMENTS 4. LOCAL MUNICIPAL ORDINANCES AND CODES 5. AUTHORITY HAVING JURISDICTION (AHJ) 6. SERVING UTILITY COMPANIES E. PROVIDE ELECTRICAL INSPECTION CERTIFICATE FROM INSPECTION AGENCY RECOGNIZED AS ACCEPTABLE FROM THE AHJ. F. ALL RECEPTACLES INDICATED AS GFI TYPE MUST BE A GFI RECEPTACLE. CONNECTING NORMAL RECEPTACLES DOWNSTREAM OF ONE GFI RECEPTACLE IS NOT ACCEPTABLE PROVIDE TEMPORARY ELECTRICAL SERVICE IN SIZES TO ACCOMMODATE CONSTRUCTION WHERE REQUIRED. G. REPAIR OR REPLACE ALL DEFECTS IN MATERIAL OR WORKMANSHIP WITHIN ONE YEAR OF CONSTRUCTION CLOSE OUT DATE AT NO ADDITIONAL COST TO THE OWNER. H. PERFORM ALL OPERATIONS REQUIRED FOR A COMPLETE SYSTEM TEST. PRIOR TO CLOSE OUT DATE SUBMIT ALL SATISFACTORY SYSTEM TEST RESULTS FOR RECORD. J. SUBMITTALS: 1. ALL ITEMS OF EQUIPMENT AND MATERIALS PROVIDED SHALL BE SUBMITTED FOR ENGINEERING REVIEW. 2. SUBMIT A MINIMUM OF THREE COPIES OF SHOP DRAWINGS/PRODUCT DATA INFORMATION. K. CONTRACTOR IS HERE BY CAUTIONED THAT ELECTRIC POWER CHARACTERISTICS (VOLTAGE, PHASE, HORSEPOWER, AMPERAGE, ETC.) OF EQUIPMENT IS BASED ON AVAILABLE INFORMATION AT THE TIME OF PROJECT DESIGN. CONTRACTOR MUST VERIFY CHARACTERISTICS FOR EACH PIECE OF NEW EQUIPMENT PRIOR TO ORDERING ELECTRICAL EQUIPMENT. INDICATE VERIFICATION ON SUBMITTALS. L. LOCATIONS INDICATED FOR LIGHTING FIXTURES ARE APPROXIMATE. LOCATE FIXTURES AS REQUIRED TO AVOID INTERFERENCE WITH BUILDING STEEL, PIPING, DUCTWORK, CONDUIT, DIFFUSERS, GRILLES, SPEAKERS, SMOKE DETECTORS, ETC. FIELD COORDINATE EXACT LOCATIONS AS NEAR AS POSSIBLE TO THE LOCATION INDICATED. VERIFY COMPLIANCE WITH NEC ARTICLE 410.16 FOR INSTALLATION OF LIGHT FIXTURES IN CLOTHES CLOSETS, PRIOR TO ROUGH -IN. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS. M. EXACT LOCATIONS OF CEILING MOUNTED SMOKE DETECTORS, EXIT SIGNS, ETC. SHALL BE COORDINATED WITH OTHER CEILING MOUNTED EQUIPMENT TO AVOID CONFLICT. LOCATE DEVICES AS NEAR AS POSSIBLE TO THE LOCATION INDICATED. FIRE ALARM SMOKE AND HEAT DETECTORS SHALL BE LOCATED T-0 MINIMUM FROM HVAC DIFFUSERS, REGISTERS, GRILLES, ETC. SMOKE DETECTORS AT SMOKE DOORS MUST BE INSTALLED WITHIN 5'-0 OF THE DOORS (REFER TO NFPA 72). N. ALL NEW CIRCUITING SHALL BE CONCEALED (EXCEPT IN UNFINISHED SPACES). PROVIDE ALL CUTTING AND PATCHING AS REQUIRED. O. CONTRACTOR SHALL REVIEW ALL TRADES' CONTRACT DOCUMENTS TO DETERMINE SPECIFIC MOUNTING LOCATIONS FOR ELECTRICAL EQUIPMENT. COORDINATE EXACT MOUNTING LOCATIONS WITH THE ARCHITECT AND OTHER CONTRACTORS. REFER TO ARCHITECTURAL PLANS FOR CASEWORK LAYOUT, ELEVATIONS, ETC. COORDINATE WITH LOCATIONS OF ELECTRICAL DEVICES AND OUTLETS P. EXACT LOCATION OF MECHANICAL AND PLUMBING EQUIPMENT THAT REQUIRE ELECTRICAL CONNECTIONS ARE SHOWN ON THE MECHANICAL AND PLUMBING DRAWINGS. Q. PROVIDE CONDUIT/WIRING (CIRCUITING) AND REQUIRED CONNECTIONS TO ALL DEVICES/ EQUIPMENT. CONNECT TO CIRCUIT(S) AS INDICATED. R. COORDINATE ALL WORK WITH OTHER TRADES; REFER TO ARCHITECTURAL DRAWINGS FOR COORDINATING LOCATIONS. S. SLEEVE AND SEAL ALL WALL AND FLOOR PENETRATIONS. PROVIDE APPROPRIATE FIRE STOPPING FOR ALL PENETRATIONS. T. SHARED NEUTRAL SHALL NOT BE ALLOWED ON ANY BRANCH CIRCUITS. MAINTAIN SERVICE CLEARANCES OF ALL EQUIPMENT. ADVISE OTHER TRADES OF SERVICE CLEARANCES AND ENSURE NO SERVICES OR TRADES RUN THROUGH SERVICE AREA. U. ALL WIRING INDICATED ON PLANS IS TO BE COPPER WIRING UNLESS OTHERWISE NOTED. V. REFER TO ONE -LINE DIAGRAM. RATINGS TO MATCH THE RATING OF THE WALUCEILING. UTILIZE FIRE RATED PUDDY PADS IN THESE LOCATIONS. W. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING OF RECEPTACLES IN AND NEAR ALL MILLWORK AND CABINETRY. X. THE CONTRACTOR MUST FOLLOW FEDERAL AND STATE ELECTRICAL SAFETY PRACTICE INCLUDING LOCK OUT TAG OUT (LOTO). THE CONTRACTOR MUST AFFIX THEIR COMPANY'S INDIVIDUAL LOTO LOCKS AND TAGS TO CONTROL HAZARDOUS ENERGIES AND TO PREVENT INJURIES. Y. PROVIDE TEMPORARY ELECTRICAL SERVICE IN SIZES TO ACCOMMODATE CONSTRUCTION WHERE REQUIRED. 4 5 6 7 ABBREVIATIONS ABBREV. DESCRIPTION A AMPERE AC MOUNTED ABOVE COUNTER HEIGHT AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AIC AMPERE INTERUPTING CURRENT AL ALUMINUM ASD ADJUSTABLE SPEED DRIVE AWG AMERICAN WIRE GAUGE C CONDUIT CU COPPER EC ELECTRICAL CONTRACTOR/TRADE FACP FIRE ALARM CONTROL PANEL G GROUND GC GENERAL CONTRACTOR/TRADE GFCl/GFI GROUND FAULT CIRCUIT INTERRUPTER HH HAND HOLE HP HORSE POWER HVAC HEATING, VENTILATION & AIR CONDITIONING CONTRACTOR/TRADE JB JUNCTION BOX KV KILOVOLT KVA KILOVOLT AMPERES KW KILOWATT LED LIGHT EMITTING DIODE MCB MAIN CIRCUIT BREAKER MLO MAIN LUG ONLY NA NOT APPLICABLE NEC NATIONAL ELECTRIC CODE NIC NOT IN CONTRACT NTS NOT TO SCALE P POLE SMR SURFACE METAL RACEWAY SPEC SPECIFICATION TYP TYPICAL UC MOUNTED UNDER COUNTER HEIGHT UL UNDERWRITER'S LABORATORY V VOLT W WIRE/WATT WP WEATHERPROOF BASIC MATERIALS AND METHODS HEAVY SOLID IS NEW O3 REFERENCE TO DRAWING NOTE Cx) KITCHEN EQUIPMENT TAG DUPLEX RECEPTACLE, 20 AMP, 125 VOLT SUBSCRIPTS INDICATE TYPE: AC - ABOVE THE COUNTER UC - UNDER THE COUNTER WP - WEATHER PROOF G - GROUND FAULT INTERRUPTER QUAD RECEPTACLE 20 AMP, 125 VOLT TOGGLE SWITCH, VOLTAGE AS INDICATED ON FIXTURE SCHEDULE, SUBSCRIPTS INDICATE TYPE: SSa,b,c 3 - THREE WAY SWITCH 4 - FOUR WAY SWITCH LV - LOW VOLTAGE, MOMENTARY CONTACT a,b,c - SWITCHING DESIGNATIONS NUMBER OF LETTERS EQUALS NO. OF GANGED SWITCHES OLOW VOLTAGE DIMMER SWITCH LUMINAIRES CEILING MOUNTED LUMINARIE. UPPERCASE LETTERS ❑ 0 0 INDICATE FIXTURE TYPE ON LUMINAIRE SCHEDULE, LOWER CASE LETTER INDICATE LIGHTING ZONE 4 9 WALL MOUNTED LUMINAIRE. UPPERCASE LETTERS INDICATE FIXTURE TYPE ON LUMINAIRE SCHEDULE, A d LOWER CASE LETTER INDICATE LIGHTING ZONE LUMINAIRE. VW WALL MOUNTED EMERGENCY LUMINAIRE WITH BATTERY PACK 0 CEILING MOUNTED EXIT LUMINAIRE WALL MOUNTED EXIT LUMINAIRE SYSTEMS VT TELE/DATA OUTLET ONLY. PROVIDE BACKBOX AND 1" CONDUIT STUBBED TO DATA HANDHOLE SUBSCRIPT INDICATES TYPE AND/OR QUANTITY: T=TELEPHONE (MOUNT 48" AFF). AC=ABOVE COUNTER 1 P COMBINATION POWER AND TELE/DATA OUTLETS; REFER TO TYPICAL POWER AND DATA OUTLET DETAIL. SUBSCRIPT INDICATES QUANTITY: #P=QUANTITY OF DUPLEX RECEPTACLES. Q TELEVISION OUTLET; REFER TO TYPICAL COMBINATION POWER AND DATA OUTLET DETAIL. POWER DISTRIBUTION AND CONTROL ® 208Y/120 VOLT PANELBOARD. EQUIPMENT CONNECTION. REFER TO ELECTRIC EQUIPMENT AND CONTROL SCHEDULE FOR M DESCRIPTION. LETTERS AND NUMBERS INDICATE "ITEM DESIGNATION" ON THE SCHEDULE. SINGLE POINT CONNECTION. REFER TO ELECTRIC EQUIPMENT AND CONTROL SCHEDULE FOR DESCRIPTION. LETTERS AND NUMBERS INDICATE "ITEM DESIGNATION" ON THE SCHEDULE. ONE LINE DIAGRAM SYMBOLS TRANSFORMER, SIZE AND TYPE AS INDICATED GROUND CONNECTION ® FEEDER DESIGNATION. REFER TO FEEDER SCHEDULE PANELBOARD SYMBOL PANEL NAME PHASE, AMPACITY, AND MLO/MCB CB-1 BRANCH CIRCUITING IDENTIFICATION CIRCUIT DESIGNATION C1:3 / SWITCH LEG A NLa NIGHT LIGHT FIXTURE TYPE CIRCUIT DESIGNATION 42" (P 3 CENTER OF DEVICE BOX AFF & MISC INFO — ITEM DESIGNATION, SEE ELECTRICAL EQUIPMENT AND CONTROL (M) EF-1 SCHEDULE y FOR CONNECTION AND CIRCUIT DESIGNATION NOTES: INFORMATION. 1. TYPICAL FOR ALL FIXTURES DEVICES & EQUIPMENT. 2. PANEL DESIGNATION WILL BE REFERENCED BY DRAWING NOTE FOR INDIVIDUAL ROOMS. SEE DRAWING NOTES ON EACH PLAN DRAWING. ENTIRE LENS SHALL BE MINIMUM 80" AFF AND NOT GREATER THAN 96" AFF. WHERE NOT PERMITTED BY CEILING HEIGHT DEVICE SHALL BE MOUNTED WITHIN 6" OF THE CEILING. CEILING HORN/LIGHT SAFETY SWITCH OR LENS ON TOP EXIT STARTER EMERGENCY BATTERY UNIT WALL DIVIDED WITH LIGHT HEADS PHONE SURFACE RACEWAY COORDINAT EXACTMOUNTING LIGHT PULLSTATION HEIGHT WITH OWNER SWITCH ° 7'-6" 1001 100100 00 0 ABOVE 6'-7" MAX. TO ® DOOR HIGHEST SWITCH 4'-0" T-10" 0 T-8" o� FINISHED 1'-6" FLOOR 11 RECEPTACLE DETAIL NOTES: 1. MOUNTING HEIGHTS TO CENTER OF OUTLETS UNLESS OTHERWISE NOTED. IN MASONRY CONSTRUCTION THE ABOVE MOUNTING HEIGHTS SHALL BE USED FOR REFERENCE TO NEAREST BLOCK OR BRICK COURSING. 2. THE ABOVE MOUNTING HEIGHTS SHALL BE ADHERED TO UNLESS SPECIFICALLY NOTED OR DETAILED OTHERWISE ON THE DRAWINGS, OR DIRECTED BY THE OWNER OR ARCHITECT. A9 TYPICAL MOUNTING HEIGHTS NONE 8 9 10 11 12 13 14 15 N M �HUFFDI�OMD 8 pLANH0H. L 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK BAR POOL K 512 MAIN STREET WEST YARMOUTH, MA 02673 J ENGINEERING MechanicallE,'ectrical Eggineering Consultants C.PrMDlstl�i Recli+ster Euffale �/ractisa 41 TE �iTREET, FAME. 410 OF o JA#MES CHATELLE 0 u ELt CTRICAL � I I No. 48529 D DA P OJ ECT #21-008 IN E Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 E D Drawn Project Manager P.I.C. CJE BAB SZE SHEET TITLE B ELECTRICAL LEGEND, ABBREVIATIONS AND NOTES SHEET NUMBER A EOOO Qc 2021 DEMBLING + DEMBLING ARCHITECTS, P.0 i 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 SECTION 224000 - PLUMBING FIXTURES AND TRIM PART 1 - GENERAL 1.1 WORK INCLUDED N A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM OPERATIONS REQUIRED FOR THE COMPLETE INSTALLATION AND RELATED WORK AS REQUIRED IN CONTRACT DOCUMENTS. 1.2 SUBMITTALS A. SUBMIT MANUFACTURER'S DATA IN ACCORDANCE WITH BASIC MECHANICAUELECTRICAL REQUIREMENTS. OBTAIN APPROVAL PRIOR TO ORDERING MATERIAL. B. PROVIDE SUBMITTALS FOR ALL ITEMS SPECIFIED UNDER PART 2 - M PRODUCTS OF THIS SECTION. 1.3 DESCRIPTION OF FIXTURES A. FIXTURES AND TRIM SHALL BE OF THOSE MANUFACTURERS LISTED, UNLESS OTHERWISE INDICATED. FIXTURES FOR THIS PROJECT SHALL BE OF SAME MANUFACTURER. 1. FIXTURES: AMERICAN STANDARD, KOHLER, MANSFIELD, SLOAN, TOTO, WATTS OR ZURN. 2. FAUCETS: CHICAGO FAUCETS, DELTA, MOEN, SYMMONS, T&S BRASS OR ZURN. ALL FAUCETS SHALL BE LEAD-FREE IN L ACCORDANCE WITH NSF 61 AND NSF 372. 3. FLUSHOMETERS: SLOAN "REGAL XL" OR ZURN. 4. CLOSET SEATS: BEMIS, BENEKE, CHURCH OR OLSONITE 5. FIXTURE CARRIERS: JAY R. SMITH, WATTS, WADE, JOSAM OR ZURN. 6. SINKS: ELKAY, JUST OR KOHLER. 7. WATER COOLERS: ELKAY, HALSEY TAYLOR OR HAWS. 8. SUPPLIES, STOPS AND TRAPS: BRASSCRAFT, EBC, MCGUIRE OR SANITARY DASH. K B. EXPOSED PARTS OF TRIM SHALL HAVE POLISHED CHROME PLATED FINISH. C. TUBULAR DRAINAGE PRODUCTS ("P" TRAPS, NIPPLES, ETC.) SHALL BE 17 GAUGE BRASS. 1.4 QUALITY ASSURANCE A. COMPLY WITH REQUIREMENTS OF THE PLUMBING FIXTURE LAW OF THE MASSACHUSETTS STATE DEPT. OF ENVIRONMENTAL PROTECTION. B. COMPLY WITH THE AMERICAN DISABILITIES ACT GUIDELINES AND ANSI A117.1 "ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES". J C. ALL ITEMS HERE -IN USED TO CONVEY WATER FOR POTABLE USE SHALL BE LEAD FREE IN ACCORDANCE WITH NSF STANDARD 61, SECTION 9 STANDARD FOR DRINKING WATER AND LAVATORY FAUCETS AND NSF STANDARD 372 - MAXIMUM LEAD REQUIREMENTS. COMPLIANCE SHALL BE VIA THIRD -PARTY TESTING AND CERTIFICATION. D. ALL FIXTURE TRIM USED TO CONVEY WATER FOR POTABLE USE SHALL BE LEAD FREE. PART 2 - PRODUCTS .1 WATER CLOSETS H A. WC -A: 1. AMERICAN STANDARD #2257.101 AFWALL, WALL HUNG, VITREOUS CHINA, SIPHON JET, ELONGATED BOWL, 1.28 GPF, FULLY GLAZED 2 IN. BALL PASS TRAPWAY, WITH 1-1/2 IN. TOP SPUD, FITTED WITH FOLLOWING: a. FV-B FLUSH VALVE AS SPECIFIED HEREIN. b. CHURCH #9500SSC, EXTRA HEAVY WEIGHT, WHITE ELONGATED SOLID PLASTIC, OPEN FRONT CLOSET SEAT WITH COMBINATION SELF-SUSTAINING CHECK HINGES, LESS G COVER. C. JAY R. SMITH SERIES 200 CLOSET FITTINGS AND CARRIER. B. WC-B (HDCP): 1. AMERICAN STANDARD #2257.101 AFWALL, WALL HUNG, VITREOUS CHINA, SIPHON JET, ELONGATED BOWL, 1.28 GPF, FULLY GLAZED 2 IN. BALL PASS TRAPWAY, WITH 1-1/2 IN. TOP SPUD, FITTED WITH FOLLOWING a. FV-B FLUSH VALVE AS SPECIFIED HEREIN. b. CHURCH #9500SSC, EXTRA HEAVY WEIGHT, WHITE F ELONGATED SOLID PLASTIC, OPEN FRONT CLOSET SEAT WITH COMBINATION SELF-SUSTAINING CHECK HINGES, LESS COVER. C. JAY R. SMITH SERIES 200 CLOSET FITTINGS AND CARRIER. _ d. MOUNT AT ADA REQUIRED HEIGHT AND LOCATION OR AS SHOWN ON ARCHITECTURAL DRAWINGS. 2.2 URINALS A. UR-A: E 1. AMERICAN STANDARD #6590.501, WASHBROOK 0.5 GPF, WALL HUNG, VITREOUS CHINA, WASHOUT URINAL WITH EXTENDED SHIELDS; STAINLESS STEEL STRAINER, OUTLET CONNECTION THREADED 2 IN. FEMALE, 3/4 IN. TOP SPUD, FITTED WITH FOLLOWING: a. FV- G FLUSH VALVE AS SPECIFIED HEREIN. b. JAY R. SMITH SERIES 637 CARRIER WITH RECTANGULAR UPRIGHTS, BEARING AND BASE PLATES. B. UR-B (HDCP): D 1. AMERICAN STANDARD #65901.501, WASHBROOK 0.5 GPF, WALL HUNG, VITREOUS CHINA, WASHOUT URINAL WITH EXTENDED SHIELDS, STAINLESS STEEL STRAINER, OUTLET CONNECTION THREADED 2 IN. FEMALE, 3/4 IN. TOP SPUD, FITTED WITH FOLLOWING: a. FV- G FLUSH VALVE AS SPECIFIED HEREIN. b. JAY R. SMITH SERIES 637 CARRIER WITH RECTANGULAR UPRIGHTS, BEARING AND BASE PLATES. C. MOUNT AT ADA REQUIRED HEIGHT AND LOCATION OR AS G SHOWN ON ARCHITECTURAL DRAWINGS. .3 FLUSH VALVES A. FV-B: SLOAN #ECOS8111-1.28/1.1 GPF, SENSOR OPERATED, BATTERY POWERED, CLOSET FLUSHOMETER, FOR LEFT OR RIGHT HAND SUPPLIES, EXPOSED DIAPHRAGM TYPE, 1 IN. SCREWDRIVER ANGLE STOP WITH VANDAL RESISTANT METAL CAP AND REPLACEABLE SENSOR WINDOW, BUMPER ON STOP, VACUUM BREAKER, ADJUSTABLE TAILPIECE, SWEAT SOLDER ADAPTOR KIT, CAST WALL FLANGE WITH SET SCREW, OVERRIDE BUTTON, ADJUSTABLE SENSOR ON CENTERLINE OF FIXTURE, SENTINEL FLUSH EVERY 24 HOURS AFTER LAST FLUSH, LOW BATTERY FLASHING LED AND POWERED BY (4) SIZE AA BATTERIES, 3 YEAR BATTERY LIFE @ 4,000 B FLUSHES PER MONTH. B. FV-G: SLOAN #8186-0.5 GPF, SENSOR OPERATED, BATTERY POWERED, URINAL FLUSHOMETER, FOR LEFT OR RIGHT HAND SUPPLIES, EXPOSED DIAPHRAGM TYPE, 3/4 IN. SCREWDRIVER ANGLE STOP WITH VANDAL RESISTANT METAL CAP AND REPLACEABLE SENSOR WINDOW, VACUUM BREAKER, ADJUSTABLE TAILPIECE, SWEAT -SOLDER ADAPTOR KIT, CAST WALL FLANGE WITH SET SCREW, OVERRIDE BUTTON WITH ADJUSTABLE SENSOR ON CENTERLINE OF FIXTURE, SENTINEL FLUSH EVERY 24 HOURS AFTER LAST FLUSH, LOW BATTERY FLASHING LED AND POWERED BY FOUR (4) SIZE AA BATTERIES, THREE (3) YEAR BATTERY LIFE @ 4,000 A FLUSHES PER MONTH.] .4 LAVATORIES A. LAV-A: 1. LAVATORY IS INTEGRAL WITH SOLID SURFACE COUNTERTOP, PROVIDE FAUCET AND TRIM ONLY PER THE FOLLOWING: a. F-C FAUCET AS SPECIFIED HEREIN. J. FASTEN WALL -HANGING PLUMBING FIXTURES SECURELY TO SUPPORTS ATTACHED TO BUILDING SUBSTRATE WHEN SUPPORTS ARE SPECIFIED b. MCGUIRE #155WC OFFSET CHROME PLATED P.O. PLUG WITH AND TO BUILDING WALL CONSTRUCTION WHERE NO SUPPORT IS OPEN GRID STRAINER AND 1-1/4 IN., 17 GAUGE OFFSET INDICATED. TAILPIECE. K. FASTEN COUNTER -MOUNTING -TYPE PLUMBING FIXTURES TO CASEWORK. C. MCGUIRE #8902 CHROME PLATED, 17 GAUGE, 1-1/4 IN. X 1-1/2 IN. "P" TRAP WITH CLEANOUT PLUG AND CAST BRASS L. METERING FAUCETS SHALL BE ADJUSTED FOR MINIMUM TEN (10) SECOND ESCUTCHEON WITH SET SCREW. RUN TIME, BUT NOT MORE THAN 0.25 GALLONS PER CYCLE. d. MCGUIRE # LF165LKF, LEAD-FREE, 3/8 IN. CHROME PLATED M. IMMEDIATELY AFTER INSTALLATION, PROVIDE PROTECTIVE COVERING WALL SUPPLIES WITH LOOSE KEY ANGLE STOPS, 12 IN. LONG OVER FIXTURES AND TRIM. FLEXIBLE RISERS, CAST BRASS ESCUTCHEON WITH SET SCREWS. 3.3 MOUNTING HEIGHT AND LOCATION e. JAY R. SMITH SERIES 700 CONCEALED ARM FLOOR MOUNTED A. MOUNT FIXTURES AT HEIGHT AND LOCATION AS INDICATED ON CARRIER WITH RECTANGULAR UPRIGHTS. ARCHITECTURAL PLANS AND ELEVATIONS. f. COVER EXPOSED WASTE, STOPS AND SUPPLY PIPING WITH B. MOUNT ACCESSIBLE FIXTURES IN CONFORMANCE WITH THE ADA CONFORMING PIPE COVERS, TRUEBRO, INC. "LAV- REQUIREMENTS OF ANSI A117.1. GUARD". 3.4 CONNECTIONS 9. MOUNT AT ADA REQUIRED HEIGHT AND LOCATION OR AS A. INSTALL PIPING CONNECTIONS BETWEEN PLUMBING FIXTURES AND PIPING SHOWN ON ARCHITECTURAL DRAWINGS. SYSTEMS AND PLUMBING EQUIPMENT SPECIFIED IN OTHER SECTIONS OF 2.5 FAUCETS DIVISION 22. A. F-C: 3.5 ADJUSTING AND CLEANING 1. CHICAGO FAUCETS HYTRONIC #116.221.AB.1, DUAL SUPPLY, WITH A. OPERATE AND ADJUST FAUCETS AND CONTROLS. REPLACE DAMAGED USER ADJUSTABLE TEMPERATURE MIXING VALVE AND INTEGRAL AND MALFUNCTIONING FIXTURES, FITTINGS AND CONTROLS. CHECKS, CP SOLID CAST BRASS ELECTRONIC SENSOR FAUCET, B. ADJUST WATER PRESSURE AT ELECTRIC WATER COOLERS, FAUCETS AND BATTERY OPERATED, DECK MOUNTED, 4 IN. CENTERS, LEAD-FREE, FLUSH VALVES TO PROVIDE PROPER FLOW AND STREAM. COVER PLATE, VANDALPROOF NON -AERATING SPRAY OUTLET, STAINLESS STEEL BRAIDED HOSE SUPPLY, ADA COMPLIANT AND C. REPLACE WASHERS OF LEAKING AND DRIPPING FAUCETS AND STOPS. FITTED WITH THE FOLLOWING: D. CLEAN FIXTURES, FITTINGS, SPOUT AND DRAIN STRAINERS WITH a. 0.50 GPM AERATOR. MANUFACTURERS' RECOMMENDED CLEANING METHODS AND MATERIALS. b. CHICAGO #131-ABNF, LEAD-FREE, THERMOSTATIC MIXING E. TEST FIXTURES TO DEMONSTRATE PROPER OPERATION UPON VALVE, 3/8 IN. CONNECTIONS. COMPLETION OF INSTALLATION AND AFTER UNITS ARE WATER PRESSURIZED. REPLACE MALFUNCTIONING FIXTURES AND COMPONENTS C. 6 VOLT LITHIUM CRP2 BATTERY. AND RETEST. REPEAT PROCEDURE UNTIL ALL UNITS OPERATE d. ADA COMPLIANT, CHROME PLATED. PROPERLY. 2.6 MOP BASINS END OF SECTION A. MSB: 1. FIAT MODEL MSB, MOLDED STONE, 24 IN. X 24 IN. X 10 IN. DEEP, STAINLESS STEEL FLAT STRAINER, 2 IN. OUTLET WITH THE FOLLOWING: a. T&S BRASS #B-0665-BSTP, LEAD-FREE, EXPOSED WALL MOUNTED FAUCET WITH INTEGRAL STOPS, ROUGH CHROME FINISH, LEVER HANDLES, TOP BRACE SPOUT WITH BUCKET HOOK, HOSE END AND VACUUM BREAKER. b. FIAT # 832AA HOSE AND HOSE BRACKET. C. FIAT #889CC MOP HANGER. d. FIAT # E77AAVINYL BUMPER GUARD ON EXPOSED SIDES. e. PROVIDE SILICONE SEALANT BETWEEN WALL, FLOOR AND MOP BASIN. 2.7 DRINKING FOUNTAIN A. DF-A: 1. ELKAY#EHWM217RAC HEAVY DUTY BI-LEVEL REVERSE FOUNTAIN, NON -FILTERED, NON -REFRIGERATED STAINLESS STEEL. FEATURES SHALL INCLUDE HEAVY DUTY VANDAL RESISTANT BUBBLER. MECHANICAL FRONT BUBBLER BUTTON ACTIVATION, PRODUCT SHALL BE WALL MOUNT (ON WALL), FOR INDOOR + OUTDOOR APPLICATIONS, SERVING 2 STATION(S). UNIT SHALL BE LEAD-FREE DESIGN WHICH IS CERTIFIED TO NSF/ANSI 61 & 372 (LEAD FREE) AND MEETS FEDERAL AND STATE LOW -LEAD REQUIREMENTS., WITH OPTIONAL #LKAPR2 APRON, FITTED WITH THE FOLLOWING: a. MCGUIRE #LF165LKE, LEAD-FREE, 3/8 IN. LAVATORY WALL SUPPLY WITH LOOSE KEY ANGLE STOP, 3/8 IN. FLEXIBLE TUBE RISER, CAST BRASS ESCUTCHEON WITH SET SCREW. b. MCGUIRE #8902, 1-1/4 IN. X 1-1/2 IN. SEMI -CAST BRASS "P" TRAP WITH CLEANOUT AND CAST BRASS ESCUTCHEON WITH SETSCREW. C. JAY R. SMITH FLOOR MOUNTED CARRIER WITH RECTANGULAR UPRIGHTS. d. ACCEPTABLE MANUFACTURERS: ELKAY, HALSEY TAYLOR. 2.8 EMERGENCY SHOWER AND EYE/FACE WASH (FREE-STANDING) A. EQUAL TO HAWS #8336 CORROSION RESISTANT FREE-STANDING EMERGENCY SHOWER COMPLETE WITH 2OGPM DELUGE SHOWER HEAD, 316 STAINLESS STEEL BALL VALVE WITH RIGID PULL ROD AND RING, STANCHION FLOOR FLANGE, INTERCONNECTING FITTINGS, AERATED EYE/FACE WASH, 316 STAINLESS STEEL BALL VALVE PUSH ACTIVATED BY HAND WITH ABS PLASTIC BOWL. 1. PROVIDE OPTIONAL THERMOSTATIC MIXING VALVE #9201 E PROVIDING A 31GPM FLOW RATE. 2. PROVIDE OPTIONAL ANSI SHOWER AND EYEWASH TESTING KIT # 9011 ANSI COMPLIANCE TEST KIT. PART 3 - EXECUTION 3.1 FIXTURES, EQUIPMENT AND SYSTEMS A. INSTALL FIXTURES, EQUIPMENT AND SYSTEMS AS SHOWN ON DRAWINGS OR SPECIFIED HEREIN IN ACCORDANCE WITH PROVISIONS OF EACH APPLICABLE SPECIFICATION SECTION AND ALL LOCAL AND STATE CODES HAVING JURISDICTION. 3.2 INSTALLATION OF PLUMBING FIXTURES A. INSTALL PLUMBING FIXTURES LEVEL AND PLUMB, IN ACCORDANCE WITH FIXTURE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. B. CAREFULLY DRILL HOLES FOR THROUGH BOLTS TO AVOID CHIPPING BLOCKS OR PLASTER. C. EXCEPT WHERE CARRIERS ARE SPECIFIED, ATTACH HANGERS OR BRACKETS TO WALLS AS FOLLOWS: 1. MASONRY CONSTRUCTION: SECURE FIXTURE HANGERS TO PARTITION BY THRU-BOLTS EXTENDING THROUGH A STEEL PLATE ON OPPOSITE SIDE OF PARTITION. OBTAIN OWNER'S REPRESENTATIVES APPROVAL PRIOR TO WORK. 2. METAL STUD CONSTRUCTION: ANCHOR BACKING FOR FIXTURES OR EQUIPMENT TO 1/8 IN. X 12 IN. STEEL PLATE BOLTED OR RIVETED TO AT LEAST THREE STUDS. OBTAIN OWNER'S REPRESENTATIVE'S APPROVAL PRIOR TO WORK: D. ANCHOR CARRIERS TO CONCRETE FLOOR WITH 1/2 IN. X 3 IN. ANCHOR OR THRU-BOLTS AND WASHERS. PROVIDE FOR DRILLING OF FLOOR AND INSTALLATION OF EXPANSION SHIELDS. QUANTITY OF ANCHORS: 1. WATER CLOSETS - FOUR (4). 2. LAVATORIES - EIGHT (8). 3. URINALS - EIGHT (8). E. SEAL FIXTURES IN CONTACT WITH WALLS, FLOORS AND COUNTERS USING A SANITARY -TYPE, ONE -PART, MILDEW -RESISTANT, SILICONE CAULK. MATCH COLOR TO FIXTURE COLOR. F. SET SELF -RIMMING LAVATORIES AND SINKS IN A BED OF SILICONE CAULK. G. INSTALL FLOOR -MOUNTED, FLOOR -OUTLET WATER CLOSETS WITH CLOSET FLANGES AND GASKET SEALS. H. INSTALL WALL -HANGING, BACK -OUTLET WATER CLOSETS WITH SUPPORT MANUFACTURER'S TILING FRAME OR SETTING GAGE. I. INSTALL WALL -HANGING, BACK -OUTLET URINALS WITH GASKET SEALS. e ii 14 1 N ARCH ITECTS,P. . M HC u LI U Fr_�'U AU �E ■ ■ CPLAH H] H."" L 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK BAR POOL 512 MAIN STREET WEST YARMOUTH, MA 02673 K AM ENGi'N ER N Mechnnicaf/flectrica! Engineering Consultants C.Pi.<,t Dst`i,: i R.Ch-star; Buffafc j iyra.tr 3338TATE STRUT.t}RE 410 tsns .i',`g5,39.i�'T? NE ..TA.; 1 h 12:05 . '_r1t9 tiN4�+nTj.04[ri CHOFM S MI AE S IV NO, . 0 a- �O��G/STE��O �G FF,SS/ONAL fL t H DDA PROJECT #21-008 G Stamp E SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 E D G Drawn MJC Project Manager BAB P.I.C. MKS SHEET TITLE SPECIFICATIONS B SHEET NUMBER P004 A 1 2 3 4 5 6 78 9 10 12 13 14 15 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. 1 2 3 4 5 6 7g g 10 11 12 13 14 15 SECTION 221100 - WATER SUPPLY A. INSTALL ALL PIPING ON FIRM BED, USING CAUTION WHERE PIPING PASSES A. YARD CLEANOUT: OVER EXCAVATION. PROVIDE CONCRETE THRUST BLOCKS TO SUPPORT 3.1 TEMPERATURE MIXING VALVE PART 1 - GENERAL HYDRANT AND PREVENT MOVEMENT AT ALL CHANGES IN DIRECTION OF 1. CAST IRON BODY, ADJUSTABLE ROUND HEAVY DUTY TOP, WITH PIPING. THRUST BLOCKS NOT REQUIRED FOR TYPE K COPPER PIPING TRACTOR COVER, VANDAL PROOF SCREWS AND BRONZE PLUG; A. PROVIDE WHERE CALLED FOR. PROVIDE 2 FT. - 0 IN. DEEP HEAT TRAP ON JAY R. SMITH FIGURE #4246. HOT WATER SUPPLY LINE AHEAD OF CONNECTION TO MIXING VALVE. 1.1 WORK INCLUDED INSTALLATION. PROVIDE RODS, CLAMPS AND RETAINER GLANDS ON ALL PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM ELBOWS AND FITTINGS IN ACCORDANCE WITH MANUFACTURER'S B. MAKE: JOSAM, JAY R. SMITH, MIFAB, WATTS OR ZURN. B. PROVIDE HE MIXING VANED TECHNICIAN TO STARTUP, ADJUST AND g A. , OPERATIONS REQUIRED FOR THE COMPLETE INSTALLATION AND RELATED RECOMMENDATIONS TO PREVENT FITTING FROM BLOWING OFF UNDER INSPECT THE MIXING VALVE AND PIPING FOR CORRECT INSTALLATION AND WORK AS REQUIRED IN CONTRACT DOCUMENTS. LINE PRESSURE. COAT ALL CLAMPS, RODS, NUTS WITH TWO COATS OF 2.2 WALL HYDRANTS TEMPERATURE ADJUSTMENT. BITUMASTIC A. EXPOSED TYPE HOSE CONNECTION, LEAD-FREE, SOLDER CONNECTION, END OF SECTION 1.2 QUALITY ASSURANCE B. MINIMUM. EARTH COVER SHALL BE 5 FT. - O IN. UNLESS OTHERWISE NOTED. NICKEL BRONZE FACE, QUARTER TURN. VALVE, NONFREEZE TYPE, 3/4 IN. A. FOLLOW ALL REQUIREMENTS, RECOMMENDATIONS AND APPENDICES TO HOSE CONNECTION, SELF DRAINING, INTEGRAL VACUUM BREAKER WITH SECTION 223400 - WATER HEATERS C. PROVIDE ALL ELECTRIC WIRING AND EQUIPMENT IN ACCORDANCE WITH COMPLY WITH THE FOLLOWING PUBLICATIONS, CODES, STANDARDS, AND VANDAL RESISTANT CAP, LOOSE KEY CONTROL AND WALL CLAMP; JAY R. MANUFACTURER'S WIRING DIAGRAMS AND INSTRUCTIONS. MAKE ALL PART 4 -GENERAL FINAL CONNECTIONS. LISTINGS/APPROVALS: C. WATER MAINS CROSSING SANITARY OR STORM SEWERS SHALL BE SMITH FIGURE #5609QT. INSTALLED TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 1 FT. - 6 1.1 SCOPE OF WORK D 1. ANSUAWWA C600: AWWA STANDARD FOR INSTALLATION OF INCHES BETWEEN THE OUTSIDE OF THE PIPES WHERE THE WATER MAIN B. MAKE: JAY R. SMITH, PRIER, WATTS, WOODFORD OR ZURN. D. PROVIDE ALL PIPING, VALVES AND FITTINGS IN ACCORDANCE WITH DUCTILE IRON WATER MAINS AND THEIR APPURTENANCES. IS ABOVE OR BELOW THE SEWER. LOCATE THE WATER PIPE SO THAT THE A. WORK OF THIS SECTION SHALL BE PERFORMED IN ACCORDANCE WITH MANUFACTURER'S PIPING INSTRUCTIONS. MAKE ALL FINAL CONNECTIONS. 2.3 HOSE BIBBS (INTERIOR) E. PROVIDE EQUIPMENT IN ACCORDANCE WITH CONTRACT DRAWINGS AND NFPA 24: STANDARD FOR THE INSTALLATION OF PRIVATE FIRE CROSSING OF THE SEWER OCCURS AT THE MID -SECTION OF A FULL THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, INCLUDING BUT BIDDERS, AGREE MENT AND GENERAL TO BID ODES. M 2• LENGTH OF PIPE. THE MINIMUM HORIZONTAL SEPARATION BETWEEN A. INSIDE SILL FAUCET,. VACUUM BREAKER, LEAD-FREE, SOLDER NOT LIMITED TO INSTRUCTIONSALL LOCAL C SERVICE MAINS AND THEIR APPURTENANCES. WATER MAINS AND SEWER MAINS SHALL BE 10 FT. - 0 IN. MEASURED FROM CONNECTION, 3/4 IN. HOSE THREAD OUTLET, LOCK SHIELD CAP, LOOSE CONDITIONS, GENERAL REQUIREMENTS AND BASIC HEALTH DEPARTMENT. THE OUTSIDE F THE PIPES. IF SEPARATION OR DISTANCE OF JOINTS KEY CONTROL, FLANGED FEMALE INLET, POLISHED CHROME PLATE FINISH MECHANICAUELECTRICAL REQUIREMENTS. F. PROVIDE GAS PRESSURE REGULATOR WHEN INLET GAS PRESSURE O 3. MASSACHUSETTS STATE FROM PIPE CROSSING CANNOT BE ESTABLISHED, ENCASE WATER PIPING FOR FINISHED ROOMS, ROUGH CHROMIUM FOR UNFINISHED ROOMS. EXCEEDS 14 IN. W.C. 4. LOCAL MUNICIPA LITY AND FIRE DEPARTMENT REQUIREMENTS AND IN 6 IN. CONCRETE FOR A DISTANCE 10 FT. - 0 IN. EACH SIDE OF CROSSING. B. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM STANDARDS. B. MAKE: WOODFORD MODEL 84, PRIER, CHICAGO FAUCETS OR ACORN IN WORK AND RELATED WORK REQUIRED BY CONTRACT DOCUMENTS FORA G. PROVIDE START-UP SERVICES OF A FACTORY TRAINED TECHNICIAN TO 3.3 WATER METER FINISHED ROOM; CHICAGO FAUCETS #998 IN MECHANICAL ROOMS, BOILER COMPLETE OPERATING SYSTEM. INSPECT THE INSTALLATION BASED ON FACTORY RECOMMENDATIONS. 5. ALL ITEMS HERE -IN USED TO CONVEY WATER FOR POTABLE USE ROOM, PENTHOUSE, OR OTHER UNFINISHED ROOMS. ITEMS INCLUDE BUT ARE NOT LIMITED TO: SHALL BE LEAD FREE IN ACCORDANCE WITH NSF 61, STANDARD 61, A. PROVIDE PRESSURE GAUGE ON OUTLET SIDE OF METER. PROVIDE LINE 1.2 SUBMITTALS SECTION 9 - STANDARD FOR DRINKING WATER AND LAVATORY SIZE STRAINER ON INLET SIDE OF METER. PROVIDE CONCRETE BASE OR 2.4 SHOCK ABSORBERS A. SUBMIT MANUFACTURER'S DATA FOR APPROVAL IN ACCORDANCE WITH 1. VERIFICATION OF PROPER PIPING ARRANGEMENT. STANDARD 372 -MAXIMUM LEAD PIPE STANDS TO SUPPORT METER ASSEMBLY. PROVIDE BYPASS PIPING FAUCETS AND NSF A. HYDROPNEUMATICALLY CONTROLLED WITH PERMANENTLY SEALED BASIC MECHANICAUELECTRICAL REQUIREMENTS. OBTAIN APPROVAL 2. FUEL SUPPLY PIPING AND CONNECTION(S). REQUIREMENTS. COMPLIANCE SHALL BE VIA THIRD PARTY TESTING WITH SEALED VALVE AROUND METER. AND CERTIFICATION. EXPANSION CHAMBER PRE -CHARGED WITH NON-COMBUSTIBLE GAS; PRIOR TO ORDERING MATERIAL. 3. COMBUSTION EFFICIENCY. L B. THE WATER METER ASSEMBLY AND PIPING ARRANGEMENT SHALL BE LEAD-FREE, THREADED CONNECTION, MEETS OR EXCEEDS PLUMBING 1.3 SUBMITTALS INSTALLED IN ACCORDANCE WITH THE LOCAL WATER AUTHORITY B. PROVIDE SUBMITTALS FOR ALL PRODUCTS TO BE INSTALLED INCLUDING, AND DRAINAGE INSTITUTE STANDARD PDI WH-201 AND ASSE STANDARD 4. VERIFICATION OF PROPER TEMPERATURE RISE ACROSS BUT NOT LIMITED TO: HEATER(S). STANDARDS. 1010. A. PROVIDE SUBMITTALS FOR ALL ITEMS SPECIFIED UNDER PART 2 OF THIS 1. . WATER HEATER SECTION. 3.4 BACKFLOW PREVENTERS 1. BELLOWS TYPE: STAINLESS STEEL CONSTRUCTION WITH 5. VERIFICATION OF PROPER VENTING WITH DRAFT READING. PART 2 - PRODUCTS A. THE BACKFLOW PREVENTER INSTALLATION SHALL BE INSTALLED IN STAINLESS STEEL BELLOWS. 2. TANK PROTECTIVE VALVES. 6. OPERATING AND SAFETY CONTROLS. ACCORDANCE TO THE HEALTH DEPARTMENT APPROVED DRAWINGS. 2. PISTON TYPE: HARD DRAWN COPPER BODY WITH BRASS PISTON, 3. EXPANSION TANK. 2.1 WATER PIPING CAP AND ADAPTER, AND ELASTOMER SEALS. 7. PROPER OPERATION OF EQUIPMENT. B. PRIOR TO INSTALLATION OF BACKFLOW PREVENTERS, OBTAIN THE 4. ALL HEATER AND TANK ACCESSORIES. A. PIPING MATERIALS: REFER TO SPECIFICATION SECTION 221010, PIPING APPROVED DRAWINGS FROM THE ENGINEER. B ELASTOMER OR RUBBER COMPOUND TYPE BELLOWS NOT ALLOWED. 8. VERIFICATION OF PIPING ARRANGEMENT AND AQUASTAT SYSTEMS AND ACCESSORIES" AND SECTION 221020, "UNDERGROUND 5. ALL SYSTEM WIRING DIAGRAMS. LOCATION. K PIPING AND ACCESSORIES". C. PROVIDE HUB STYLE DRAIN FOR EMERGENCY RELIEF DRAIN WITH A PIPE C. MAKE: WATTS #LF15M2, PRECISION PLUMBING PRODUCTS, JAY R. SMITH, SEPARATION OF AT LEAST TWO (2) PIPE DIAMETERS FROM9. VERIFICATION OF PROPER GAS PRESSURE TO UNIT AND TO . BACKFLOW OR ZURN. 6. TANK LINING. 2.2 BACKFLOW PREVENTERS AND ACCESSORIES PREVENTER RELIEF OUTLET. BURNERS. PRESSURE TYPE DOMESTIC WATER - 2 IN. AND SMALLER): 2.5 TRAP GUARDS 7. CONDENSATE NEUTRALIZER KIT. A. REDUCED ( 3.5 PIPING 10. RELIEF VALVE SETTINGS AND AGA BTU CAPACITIES. BRONZE BODY CONSTRUCTION, STAINLESS STEEL BOLTS AND A. ELASTOMERIC; NORMALLY CLOSED SEAL TO PREVENT EVAPORATION OF 1.3 SPECIAL COORDINATION 1. ALL BR A. RUN SLIGHTLY OFF LEVEL TO LOW POINTS; PROVIDE DRAIN VALVES AT P-TRAPS. INSERTS INTO THROAT OF FLOOR DRAIN. PROVIDE FOR EACH 11. ALL CONTROL SETTINGS. INTERNAL PARTS, STAINLESS STEEL CHECK SEATS. LOW POINTS. PROVIDE SHOCK ABSORBERS WHERE SHOWN, OR NEW FLOOR DRAIN. A. COORDINATE ALL WORK OF OTHER TRADES IN MECHANICAL ROOM. SPECIFIED. BRANCH HEADERS SERVING FLUSH VALVES SHALL BE FULL H. SUBMIT THREE (3) COPIES OF STARTUP REPORTS IN WRITING WITH ALL 2. FOUR (4) TEST COCKS, BRONZE STRAINER AND FULL PORT BALL OWN. EXPOSED WATER PIPING IN KITCHEN SHALL BE CHROME B. MAKE: PROVENT SYSTEMS, INC. "PROSET TRAP GUARD". B. FURNISH DIVISION 26 "ELECTRIC" WITH DIMENSIONAL DRAWINGS FACTORY CHECKOUT DATA SIGNED BY THE FACTORY AUTHORIZED SIZE AS SHOWN. SHOWING LOCATION OF ELECTRICAL CONNECTIONS, LOCATION OF SERVICE AGENT TO THE OWNER'S REPRESENTATIVE. VALVE SHUTOFFS. PLATED BRASS (FROM INSULATION TO FIXTURE OR EQUIPMENT CONNECTION.). PROVIDE DIELECTRIC PIPE FITTINGS WHEN CONNECTING 2.6 TEMPERATURE MIXING VALVE -EMERGENCY SAFETY SYSTEM EQUIPMENT MOUNTED ON WALLS, AND OF OTHER EQUIPMENT REQUIRING 3. DESIGN EQUIPMENT: WATTS SERIES 909. ELECTRICAL CONNECTIONS, REMOVALS OR REPLACEMENTS. L PLACE EQUIPMENT IN OPERATION. TO PIPING SYSTEMS OF DISSIMILAR METALS. ALL SUPPLY PIPING TO A. VALVE SHALL MIX 140°F HOT WATER WITH 40°F COLD WATER TO OBTAIN A J 4. ACCEPTABLE MANUFACTURERS: AMES, FEBCO, WILKINS, WATTS. FIXTURES, FAUCETS, HYDRANTS AND FLUSH VALVES SHALL BE WATER OUTLET TEMPERATURE OF 85°F. THE VALVE SHALL CONSIST OF PART 2 - PRODUCTS J. THE INSTALLATION OF WATER HEATERS SHALL BE BASED ON THE DETAILS SHOWN ON THE DRAWINGS AND SPECIFIED IN THIS SECTION. APPROVED B. REDUCED PRESSURE TYPE (DOMESTIC WATER - 2-1/2 IN. AND LARGER): ANCHORED TO PREVENT MOVEMENT. THE FOLLOWING: 2.1 WATER HEATER - ELECTRIC, TANK TYPE (EWH-1, BATHROOMS) WATER HEATERS PROVIDED OTHER THAN TYPE SHOWN OR SPECIFIED B. PROVIDE SHOCK ABSORBERS WHERE FLUSH VALVES AND QUICK CLOSING 1. SINGLE THERMOSTATIC MIXING VALVE WITH 1-1/4 IN. INLET AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S 1. CAST IRON BODY, STAINLESS STEEL BOLTS AND INTERNAL PARTS, VALVES ARE USED AS SPECIFIED IN SECTION 223010. A. 19 GALLON, GLASS LINED 125 PSI STORAGE TANK WITH INDIVIDUALLY REMOVABLE BRONZE SEATS, EPDXY COATED, BRONZE RELIEF 1-1/4 IN. OUTLET. FLOW CAPACITY OF 48 GPM 5 PSI PRESSURE RECOMMENDED INSTALLATION INSTRUCTIONS AND PIPING DIAGRAMS. VALVE. 3.6 ARRANGEMENTS DROP, AND 25 GPM AT 20 PSI PRESSURE DROP. FUSED ELEMENTS PER NEC. TOTAL KW TO BE 5KW AT 208 VOLTS, SINGLE PHASE WITH RECOVERY OF 21 GPH AT 10OF RISE. THREE (3) YEAR 3.2 INSTANTANEOUS WATER HEATERS 2. FOUR 4 TEST COCKS, EPDXY -COATED STRAINER, OS&Y RESILIENT q PROVIDE FOR APPLICATION TO AND OBTAIN APPROVAL FROM THE LOCAL 2• COMBINATION STRAINER CHECK STOPS, TAMPER RESISTANT COMMERCIAL WARRANTY. O TEMPERATURE ADJUSTMENT CONTROL. A. INSTALL INSTANTANEOUS TYPE WATER HEATERS AS RECOMMENDED BY WEDGE GATE VALVES. WATER AUTHORITY FOR CONNECTION TO MUNICIPAL SYSTEMS. B. PROVIDE HIGH TEMPERATURE LIMIT, OPERATING TEMPERATURE THE MANUFACTURER. PLACE AND SECURE ANCHORAGE DEVICES TO 3. PROVIDE VALVES ON HOT, COLD AND TEMPERED WATER PIPING CONTROL AND MAGNESIUM ANODE RODS, INSULATION TO MEET CURRENT BUILDING STRUCTURE. MAINTAIN MANUFACTURER'S RECOMMENDED 3. DESIGN EQUIPMENT: WATTS SERIES 909. B CONTACT THE WATER AUTHORITY FOR THE EXTENT OF THEIR WORK, THE WITH FITTINGS, NIPPLES, TRIM PIPING AND ESCUTCHEON PLATES. ENERGY CODES. CLEARANCES. ARRANGE UNITS SO CONTROLS AND DEVICES THAT 4. ACCEPTABLE MANUFACTURERS: AMES, FEBCO, WILKINS, WATTS. COSTS, FEES, REQUIRED PERMITS AND THEIR INSTALLATION HORIZONTAL STEM DIAL THERMOMETERS ON HOT, COLD AND C. PROVIDE TEMPERATURE AND PRESSURE RELIEF VALVE, ASME STAMPED REQUIRE SERVICING ARE ACCESSIBLE. C. REDUCED PRESSURE DETECTOR ASSEMBLY TYPE (FIRE SERVICE): OBTAIN ALL PERMITS. INCLUDE ALL COSTS WITHIN THE BASE BID. TEMPERED WATER PIPING. AND RATED FOR FULL HEATING CAPACITY. PIPE RELIEF TO DRAIN. 3.3 STORAGE TANKS AND HEATERS 1. CAST IRON BODY, STAINLESS STEEL BOLTS AND INTERNAL PARTS, 3.7 CLEANING AND DISINFECTING 4. ROUGH BRONZE LEAD FREE MIXING VALVE AND TRIM EXPOSED ON WALL. D. PROVIDE LOW WATER CUT OFF. A. INSTALL TANK ON A 6 IN. HIGH CONCRETE PAD. REMOVABLE BRONZE SEATS, EPDXY COATED, BRONZE RELIEF A. REFER TO SPECIFICATION SECTION 221010, "PIPING SYSTEMS AND VALVE. B. MAKE: HAWS MODEL 9201 E, LEONARD, OR SYMMONS. E. DESIGN EQUIPMENT: BRADFORD WHITE MODEL LE120L3-3. B. TEMPERATURE AND PRESSURE RELIEF VALVES: ACCESSORIES" FOR DOMESTIC WATER PIPING CLEANING AND 2. FOUR 4 TEST COCKS, OS&Y RESILIENT WEDGE GATE VALVES. DISINFECTING REQUIREMENTS. 2.7 TRENCH DRAIN F. ACCEPTABLE MANUFACTURERS: A.O. SMITH, STATE OR APPROVED 1. EXTEND DRAIN PIPING TO TERMINATE AT 6 IN. ABOVE FLOOR OR O EQUAL. FLOOR DRAIN, SUPPORT ALL DISCHARGE PIPING INDEPENDENT OF 3. UUFM LISTED AND APPROVED. 3.8 TESTS A. PRE -SLOPED TRENCH DRAIN SYSTEM. HIGH DENSITY POLYETHYLENE 2.2 WATER HEATER - ELECTRIC, TANK TYPE (EWH-2, SWIM -UP BAR) VALVES TO ELIMINATE STRAIN ON VALVE BODIES. A. PROVIDE ALL NECESSARY ITEMS TO COMPLETE PROPER TESTING OF STRUCTURAL COMPOSITE DRAIN CHANNEL WITH .75% BOTTOM SLOPE. 4. SAME SIZE AS FIRE SERVICE. ALL SECTIONS 80 IN. MODULAR LENGTHS AND INTEGRAL TOP FRAME, A. 28 GALLON, GLASS LINED 125 PSI STORAGE TANK WITH INDIVIDUALLY 2. INSTALL ALL VALVES PER ANSI Z21.22. WORK. PERFORM ALL TESTING IN ACCORDANCE AGNCESWITH GOVERNING INTERLOCKING ENDS AND RADIUSED BOTTOM. COMBINATION TIE- C 5. DETECTOR ASSEMBLY CONSISTING OF AN APPROVED REDUCED CODES, LOCAL UTILITIES AND OTHER AGENCIES HAVING JURISDICTION FUSED ELEMENTS PER NEC. TOTAL KW TO BE 5KW AT 208 VOLTS,. SINGLE 3. THE TEMPERATURE SENSING ELEMENTS SHALL BE IMMERSED IN PRESSURE ZONE BACKFLOW PREVENTER, APPROVED WATER AND AS SPECIFIED. PAY ALL COSTS TO PERFORM TESTS. PERFORM ALL DOWN/LEVELING DEVICES AT 20 IN. INTERVALS. INTEGRAL REBAR CLIP. PHASE WITH RECOVERY OF 21 GPH AT 100F RISE. THREE (3) YEAR THE WATER WITHIN THE TOP 6 IN. OF THE TOP OF THE TANK. METER AND SHUTOFFS. TESTING IN A SAFE MANNER. HEEL -PROOF DUCTILE GRATE, VANDAL PROOF CENTER LOCKDOWN. COMMERCIAL WARRANTY. HEAVY DUTY FRAME. 4. INSTALL PRESSURE RELIEF VALVE IN THE COLD WATER LINE. 6. DESIGN EQUIPMENT: WATTS SERIES 909RPDA. B. UPON COMPLETION OF CONSTRUCTION, ALL BACKFLOW PREVENTION B. PROVIDE HIGH TEMPERATURE LIMIT, OPERATING TEMPERATURE DEVICES PROVIDED UNDER THIS CONTRACT SHALL BE TESTED. TESTS B. HIGH DENSITY POLYETHYLENE STRUCTURAL COMPOSITE CATCH BASIN CONTROL AND MAGNESIUM ANODE RODS, INSULATION TO MEET CURRENT C. UNUSED TANK OPENINGS: ACCEPTABLE MANUFACTURERS: AMES, FEBCO, WILKI 7. WILKINS, WATTS. SHALL PERFORMED BY A CERTIFIED T SHALL PREVENTER TESTER WITH SEDIMENT BASKET. COMPLETE WITH INTERLOCKING ENDS, ENERGY CODES. COMBINATION TIE-DOWN/LEVELING DEVICES AND HEAVY DUTY HEEL- 1. PROVIDE SOLID BRASS OR BRONZE PLUGS IN ALL UNUSED TANK OPENINGS. D. DOUBLE CHECK VALVE TYPE (WATER/FIRE SERVICE- 3 IN. AND LARGER): REGISTERED BY THE MASSACHUSETTS DEPARTMENT OF HEALTH. PROOF DUCTILE GRATE. INTEGRAL REBAR CLIP. HEAVY DUTY FRAME. C. PROVIDE TEMPERATURE AND PRESSURE RELIEF VALVE, ASME STAMPED PROVIDE THREE (3) COPIES OF FORM DOH-1013 FOR EACH DEVICE WITH AND RATED FOR FULL HEATING CAPACITY. PIPE RELIEF TO DRAIN. 1. CAST IRON BODY, STAINLESS STEEL BOLTS AND INTERNAL PARTS, PART A COMPLETED BY THE TESTER. SUBMIT FORMS TO ENGINEER. PAY C. PROVIDE REBAR STEEL STAKES FOR TEMPORARY SUPPORT AND END OF SECTION REMOVABLE BRONZE SEATS, EPDXY COATED. ALL COSTS REQUIRED FOR TESTING DEVICES, INCLUDING LEVELING DURING INSTALLATION. SIZE PER DRAIN MANUFACTURER. D. PROVIDE LOW WATER CUT OFF. E 2. FOUR (4) TEST COCKS, OS&Y RESILIENT WEDGE GATE VALVES. ADMINISTRATIVE COSTS ASSOCIATED WITH SATISFYING THE REQUIREMENTS AND REGULATIONS OF WATER AUTHORITY AND HEALTH D. MANUFACTURER: ZURN Z-886 "PERMA-TRENCH DRAIN SYSTEM". E. DESIGN EQUIPMENT: BRADFORD WHITE MODEL LE23OR AP. 3. UUFM LISTED AND APPROVED. DEPARTMENT. REPAIR OR REPLACE ANY DEVICE FAILING THE TEST AND PART 3 EXECUTION F. ACCEPTABLE MANUFACTURERS: A.O. SMITH, STATE OR APPROVED REPEAT THE TEST. EQUAL. 4. SAME SIZE AS FIRE SERVICE. . 31 EQUIPMENT CONNECTIONS C. TEST EACH VACUUM BREAKER ACCORDING TO AUTHORITIES HAVING 2.3 WATER HEATER -ELECTRIC, INSTANTANEOUS TYPE (ETH-OT, ETH-02 PUMP 5. DESIGN EQUIPMENT: WATTS SERIES 709. JURISDICTION AND THE DEVICE'S REFERENCE STANDARD. A. PLUMBING CONTRACTOR SHALL: ROOMS - EMERGENCY SHOWERS) 6. ACCEPTABLE MANUFACTURERS: AMES, FEBCO, WILKINS, WATTS. D. REFER TO SPECIFICATION SECTION 221010, "PIPING SYSTEMS AND 1. PROVIDE ALL ROUGHING AND FINAL WATER, WASTE, VENT A. PROVIDE INSTANTANEOUS ELECTRIC WATER HEATER WITH POWDER E. DOUBLE CHECK DETECTOR ASSEMBLY TYPE (FIRE SERVICE - 3 IN. AND ACCESSORIES" FOR PIPE TESTING REQUIREMENTS. CONNECTIONS TO ALL EQUIPMENT REQUIRING SAME AS CALLED COATED STEEL NEMA 4 UL RATED CABINET, DIGITAL MICROPROCESSING FOR ON CONTRACT DOCUMENTS. TEMPERATURE CONTROL, REPLACEABLE FILTER, NICKEL CHROME LARGER): END OF SECTION .2. REFER TO CONTRACT. DOCUMENTS FOR ROUGHING SCHEDULES,... ELEMENT, MEETS ANSI/UL 499 FOR TEPID WATER TEMPERATURE UNITS. 1 CAST IRON BODY, STAINLESS STEEL BOLTS AND INTERNAL PARTS, SECTION 223010 - EQUIPMENT AND EQUIPMENT AND LISTS INDICATING SCOPE OF CONNECTIONS PROVIDE CONTROL FLOW RATE AT 23 GPM; TEMPERATURE ACCURACY OF E REMOVABLE BRONZE SEATS, EPDXY COATED. +/-1 F AT STEADY STATE FLOW;126 KW, 480 VOLTS, THREE PHASE POWER PART 1 - GENERAL REQUIRED. REQUIREMENTS. 2. FOUR (4) TEST COCKS, OS&Y RESILIENT WEDGE GATE VALVES. 1.1 WORK INCLUDED 3. PROVIDE LOOSE KEY STOPS, "P" TRAPS, TAILPIECES, ADAPTERS, B. DESIGN EQUIPMENT: HAWS MODEL 9326 3. UUFM LISTED AND APPROVED. AND ALL NECESSARY PIPING AND FITTINGS FROM ROUGHING POINT A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM TO EQUIPMENT. 1. PROVIDE HAWS MODEL 932X WATER HAMMER ARRESTOR AND 4. SAME SIZE AS FIRE SERVICE. OPERATIONS REQUIRED FOR THE COMPLETE INSTALLATION AND RELATED PIPING KIT FOR WATER HEATER. CONTRACT DOCUMENT WORK AS REQUIRED IN . 4. PROVIDE FOR INSTALLATION OF SINKS, .FAUCETS., TRAPS, 5. DETECTOR ASSEMBLY CONSISTING OF AN APPROVED DOUBLE TAILPIECES PROVIDED BY AN EQUIPMENT CONTRACTOR. THESE C. ACCEPTABLE MANUFACTURERS: CHRONOMITE, BRADFORD WHITE OR CHECK VALVE BACKFLOW PREVENTER, APPROVED WATER METER 1.2 SUBMITTALS ITEMS TO BE DELIVERED, IN EASILY IDENTIFIED CARTONS, TO THE APPROVED EQUAL. AND SHUTOFFS. PROPER ROOM FOR CONTRACTOR'S INSTALLATION. 6. DESIGN EQUIPMENT: WATTS SERIES 709 . A. PROVIDE SUBMITTALS FOR ALL ITEMS SPECIFIED. UNDER PART 2 OF THIS 2.4 THERMAL EXPANSION TANK D DCDASECTION. 5. INSTALL CONTROLS AND DEVICES FURNISHED BY OTHERS. ACCEPTABLE MANUFACTURERS: AMES, FEBCO, , WATTS. A. VERTICAL STEEL EXPANSION TANK CONSTRUCTED AND DESIGNED PER WILKINS, PART 2 - PRODUCTS 6. PROVIDE COLD WATER LINE WITH GATE OR VALVE AND BACKFLOW ASME CODE SECTION VIII, 150 PSI WORKING PRESSURE, STEEL OUTER PREVENTION DEVICE AT LOCATIONS CALLED FOR. CONTINUATION SHELL, RIGID POLYPROPYLENE LINER, HEAVY DUTY BUTYL RUBBER 2.3 VACUUM BREAKERS 2.1 FLOOR DRAINS AND CONNECTION TO EQUIPMENT BY OTHERS. DIAPHRAGM AND NON-FERROUS SYSTEM CONNECTION TAPPING, A. ATMOSPHERIC TYPE: A. DRAIN DESCRIPTION: ALL FLOOR DRAINS TYPE A UNLESS OTHERWISE 7, INSTALL RELIEF VALVE DISCHARGE PIPING FROM EQUIPMENT SUITABLE FOR POTABLE HOT WATER, FACTORY PRE -CHARGED AT 55 PSI. TANK WILL HAVE A 8 IN. DIAMETER AND A HEIGHT OF 14 IN. WITH A 2 1. LEAD FREE BRASS BODY, SILICONE DISC, ASSE 1001, THREADED NOTED. RELIEF VALVES. GALLON TOTAL VOLUME AND 0.45 MAXIMUM ACCEPTANCE FACTORS. THE INLET AND OUTLET CONNECTIONS, POLISHED CHROME FOR 1. TYPE A: CAST IRON BODY, FLASHING COLLAR WITH WEEPHOLES, 8. PROVIDE FOR OWNER FURNISHED EQUIPMENT: MANUFACTURER WILL BE SIMILAR TO MODEL ST-5C-DD BY AMTROL, FINISHED AREAS. NICKEL BRONZE, 7 IN. DIAMETER ADJUSTABLE STRAINER; JAY R. WESSEL OR APPROVED EQUAL. SMITH FIGURE #2010-A: a. CONNECT COMPLETE AND READY FOR USE, INCLU 2. DESIGN EQUIPMENT: WATTS SERIES #LF288-A DING ALL 2. TYPE B: CAST IRON BODY; FLASHING COLLAR WITH WEEPHOLES, 8 VALVES, PIPING, PIPING ACCESSORIES, TRAPS, PRESSURE B. DESIGN EQUIPMENT: AMTROL. C 3. ACCEPTABLE MANUFACTURERS: WATTS, CONBRACO, ZURN OR REDUCING VALVES, GAUGES, RELIEF VALVES, VENTS, C. ACCEPTABLE MANUFACTURERS: WATTS, WESSEL. APPROVED EQUAL. IN. DIAMETER CAST IRON GRATE MEDIUM DUTY, REMOVABLE DRAINS, INSULATION, CONTROLS, ETC., AS REQUIRED BY SEDIMENT BUCKET; ACID RESISTANT COATING, JAY R. SMITH OWNER. 2.5 TANK PROTECTIVE VALVES B. HOSE CONNECTION TYPE: FIGURE #2110-ARL b. REFER TO MANUFACTURER DRAWINGS AND SPECIFICATIONS A. PRESSURE RELIEF VALVES: 1. BRASS BODY, STAINLESS STEEL WORKING PARTS, RUBBER B. MAKE: JOSAM, JAY R. SMITH, MIFAB, WATTS OR ZURN. FOR REQUIREMENTS OF SPECIAL EQUIPMENT. VERIFY DIAPHRAGM AND DISC, DRAINABLE, NON REMOVABLE FEATURE, CONNECTION REQUIREMENTS BEFORE BIDDING. 1. ASME STAMPED AND RATED. - POLISHED CHROME FOR FINISHED AREAS. 2.2 FLOOR SINKS FULL HEATING CAPACITY. A. SINK DESCRIPTION: 3.2 CLEANOUTS 2. OPEN AT 125 LBS. PRESSURE SIZED FOR 2. DESIGN EQUIPMENT: WATTS #8A. ZURN OR 1. TYPE A: ACID RESISTANT COATED BODY WITH 12-1/2 IN. SQUARE A. INSTALL CLEANOUTS OUT OF TRAFFIC PATTERNS AND FLUSH TO FLOOR. 3. MAKE: BELL & GOSSETT, KUNKLE, WATTS OR APPROVED EQUAL. 3. ACCEPTABLE MANUFACTURERS: WATTS, CONBRACO, PROVIDE OFFSET FROM SANITARY LINE SERVED. DO NOT LOCATE UNDER B. TEMPERATURE AND PRESSURE RELIEF VALVE: APPROVED EQUAL. NICKEL BRONZE TOP, 8 IN. DEEP WITH SEDIMENT BUCKET; JAY R. SMITH FIGURE #3150. DOORS OR UNDER LOCKERS. MAINTAIN DISTANCE BETWEEN CLEANOUTS B PART 3 - EXECUTION ON PIPING 4 IN. AND SMALLER, 50 FT.; OVER 4 IN., 100 FT. AT CHANGES IN 1. ASME STAMPED AND RATED (FOR STEAM OR HOT WATER). B. MAKE: JOSAM, JAY R. SMITH, MIFAB, WATTS OR ZURN. DIRECTION GREATER THAN 45°. INSTALL AT BASE OF SOIL, WASTE, VENT, STACKS AND ROOF CONDUCTORS AND WHERE CALLED FOR. 2. SIZE FOR FULL HEAT INPUT. 3.1 GENERAL 2.3 CLEANOUTS S: CAST IRON BODY NICKEL -BRONZE TOP WITH ADJUSTABLE B. CLEANOUTS: SAME NOMINAL SIZE AS PIPE, BUT NOT LARGER THAN 4 IN. 3. COMPLYING WITH FEDERAL SPEC. MIL-V-13612C. A. COORDINATE WORK WITH ALL OTHER TRADES AND UTILITY COMPANY. A. FLOOR B. INSPECT PIPE, FITTINGS AND EQUIPMENT PRIOR TO INSTALLATION. FEATURE, BRONZE PLUG AND FLASHING CLAMP WHERE REQUIRED, 3.3 WALL HYDRANTS 4. VALVE SHALL BE SIZED AND SELECTED BY MANUFACTURER FOR TANK AND HEATER INSTALLED. REMOVE ALL DEFECTIVE MATERIALS FROM THE SITE. CARPET MARKER AND TILE COVER WHERE APPLICABLE; JAY R. SMITH SERIES #4028. A. INSTALL MINIMUM 24 IN. ABOVE GRADE. C. DO NOT BACKFILL UNTIL INSPECTION BY OWNER'S REPRESENTATIVE. 5. MAKE: CAMCO, CASH -ACME, WATTS, OR APPROVED EQUAL. B. WALLS: CAST IRON FERRULE, WITH BRONZE PLUG AND STAINLESS STEEL 3.4 HOSE BIBBS D. INSTALL PIPE AND EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S SMOOTH ACCESS COVER. PART 3 -EXECUTION RECOMMENDATIONS AND IN A WORKMANLIKE MANNER AS DETERMINED A. INSTALL AT LOW POINTS OF PIPING SYSTEM. 3.1 WATER HEATERS A BY THE OWNER'S REPRESENTATIVE. 1. HORIZONTAL: JAY R. SMITH FIGURE #4402. 3.5 SHOCK ABSORBERS E 2. VERTICAL: R. SMITH FIGURE #4531. A. INSTALLEACHHEATER ON A 6 IN. HIGH CONCRETE PAD. 3.2 WATER SERVICE ICALJAY RA. INSTALL IN VERTICAL POSITION. B. PIPEPRESSURE AND TEMPERATURE RELIEF VALVE DRAIN TO DISCHARGE TO NEAREST FLOOR DRAIN. 4 5 6 7 g g 10 11 12 13 _ 14 15 1 2 3 N ARCH ITECTS,P.+C. AFD-) (F�o H n M� HUECUURE 0 M H U E I-D) � 0 15� 8 Pr L A H H 307 Washington Avenue L Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK BAR POOL 512 MAIN STREET WEST YARMOUTH, MA 02673 tee- O G/STEM DDA PROJECT #21-008 Stamp SYMB= ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 J H E E D C I I Drawn Project Manager P.LC. MJC BAB MKS SHEET TITLE 11 B SPECIFICATIONS SHEET NUMBER P003 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. IA N M L K J H G F E D CI i A 1 2 3 4 5 6 7 8 9 10 1 11 12 13 14 15 SECTION 221020 - UNDERGROUND PIPING AND ACCESSORIES 3. AIR TEST NOT ACCEPTABLE AS FINAL TEST. SECTION 221030 - PUMPS B. PROVIDE A PIPE HANGER WITHIN 12 INCHES OF PIPE UNIONS AND PIPING A. LEAVE THREE (3) EXTRA OUTLETS ON EACH MANIFOLD AND CUT CONNECTIONS TO EQUIPMENT, IN ORDER TO FACILITATE MANIFOLDS TO REMOVE REMAINING OUTLETS, CAP EXTRA OUTLETS FOR PART 1 - GENERAL 4. CONFIRM IN WRITING THAT TESTS AND FLUSHING HAVE BEEN PART 1 - GENERAL DISCONNECTIONS OF PIPING WITHOUT PIPE SAGGING. FUTURE USE. 1.1 WORK INCLUDED CONDUCTED AND SUCCESSFULLY COMPLETED. SUBMIT COPY OF 1.1 WORK INCLUDED THE TEST REPORT TO OWNER'S REPRESENTATIVE. 3.4 PIPE CONNECTIONS B. ACCESSORIES: PROVIDE ALL REQUIRED ACCESSORIES INCLUDING, BUT A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM C. TEST EXTERIOR WATER AND FIRE SERVICE PIPING OUTSIDE THE BUILDING A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM A. NO -LEAD SOLDER CONNECTIONS: NONACID FLUX AND CLEAN OFF NOT LIMITED TO, BOND SUPPORTS, FINISHED SLEEVES, STRIKE PLATES, ETC. AS RECOMMENDED BY MANUFACTURER. OPERATIONS REQUIRED FOR THE COMPLETE INSTALLATION AND RELATED FOUNDATION HYDROSTATICALLY AT 200 PSI FOR TWO (2) HOURS. THE OPERATIONS REQUIRED FOR THE COMPLETE INSTALLATION AND RELATED EXCESS. FLUX AND SOLDER. WORK AS REQUIRED IN CONTRACT DOCUMENTS AMOUNT OF LEAKAGE SHALL NOT EXCEED TWO (2) QUARTS PER HOUR WORK AS REQUIRED IN CONTRACT DOCUMENTS, 3.11 CONNECTIONS TO SPECIAL EQUIPMENT 1.2 SUBMITTALS PER 100 GASKETS OR JOINTS. CONFORM TO NFPA 24. 1.2 QUALITY ASSURANCE B. COPPER PRESS CONNECTIONS: COPPER PRESS FITTINGS SHALL BE MADE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION A. POOL EQUIPMENT: A. PROVIDE A SCHEDULE OF PIPE MATERIALS, FITTINGS AND CONNECTIONS. 3.2 HIGH -DENSITY POLYETHYLENE (HDPE) SEWER PIPE AND FITTINGS A. FOLLOW ALL REQUIREMENTS, RECOMMENDATIONS AND APPENDICES TO INSTRUCTIONS. THE TUBING SHALL BE FULLY INSERTED INTO THE FITTING AND THE TUBING MARKED AT THE SHOULDER OF THE FITTING. THE 1. POOL EQUIPMENT SHALL BE FURNISHED BY OTHERS AND SET IN PART 2 -PRODUCTS A. PIPE INSTALLATION SHALL COMPLY WITH ASTM D2321 AND THE COMPLY WITH THE FOLLOWING PUBLICATIONS, CODES, STANDARDS AND FITTING ALIGNMENT SHALL BE CHECKED AGAINST THE MARK ON THE PLACE BY OTHERS. MANUFACTURER'S RECOMMENDATIONS. LISTINGS/APPROVALS: TUBING TO ASSURE THE TUBING IS FULLY ENGAGED (INSERTED) IN THE 2. PROVIDE ALL PIPING, STOPS, VALVES, TRAPS AND FITTINGS. 2.1 GENERAL 3.3 DETECTABLE TAPE 1. ALL ITEMS HERE -IN USED TO CONVEY WATER FOR POTABLE USE FITTING. THE JOINTS SHALL BE PRESSED USING THE TOOL APPROVED BY A. PIPE AND FITTINGS NEW AND MARKED WITH MANUFACTURER'S NAME, SHALL BE LEAD FREE IN ACCORDANCE WITH NSF 61, STANDARD 61, THE MANUFACTURER. 3. PIPE RELIEF VALVES TO FLOOR. SIZE AND ARRANGEMENT OF PIPE, COMPLYING WITH APPLICABLE ASTM AND ANSI STANDARDS. A. PROVIDE DETECTABLE TAPE DIRECTLY OVER THE BURIED PIPE LINES AT A SECTION 9 - STANDARD FOR DRINKING WATER AND LAVATORY TRAPS, VALVES AND FITTINGS, AS RECOMMENDED BY DEPTH OF 1 FT. - 0 IN. BELOW FINISHED GRADE. INSTALL TAPE OVER THE FAUCETS AND NSF STANDARD 372 - MAXIMUM LEAD C. THREADED CONNECTIONS: CLEAN OUT TAPERING THREADS, MADE UP MANUFACTURER OF EQUIPMENT. 2.2 CAST IRON SOIL PIPE AND FITTINGS CONTINUOUS LENGTH OF THE PIPE. REQUIREMENTS. COMPLIANCE SHALL BE VIA THIRD PARTY TESTING WITH PIPE DOPE; SCREWED UNTIL TIGHT CONNECTION. PIPE DOPE MUST AND CERTIFICATION. BE SPECIFICALLY SELECTED FOR EACH APPLICATION. 3.12 PIPE LINE SIZING A. PIPE: ASTM A74 SERVICE WEIGHT CAST IRON, BITUMEN COATED, HUB AND EXHIBIT "A" - PIPING MATERIALS (PLUMBING) SPIGOT. (NOTES ARE AT END OF EXHIBIT "A") 1.3 SUBMITTALS D. FLANGED JOINTS: SELECT APPROPRIATE GASKET MATERIAL, SIZE, TYPE A. PIPE SIZES CALLED FOR ARE TO BE MAINTAINED. PIPE SIZE CHANGES AND THICKNESS FOR SERVICE APPLICATIONS. INSTALL GASKET MADE ONLY AS REVIEWED BY OWNER'S REPRESENTATIVE. WHERE B. FITTINGS: SERVICE WEIGHT CAST IRON, BITUMEN COATED, HUB AND A. SUBMIT MANUFACTURER'S DATA IN ACCORDANCE WITH THE BASIC CONCENTRICALLY POSITIONED. USE SUITABLE LUBRICANTS ON BOLT DISCREPANCY IN SIZE OCCURS, THE LARGER SIZE SHALL BE PROVIDED. SPIGOT, ASTM C564 SERVICE WEIGHT NEOPRENE GASKET OF SAME SERVICE PIPE MATERIALS FITTINGS CONNECTIONS MECHANICAL AND ELECTRICAL REQUIREMENTS. OBTAIN APPROVAL THREADS. MANUFACTURER AS PIPING. PRIOR TO ORDERING MATERIAL. EXHIBIT "A" -PIPING MATERIALS (PLUMBING) WATER SERVICE DUCTILE IRON DUCTILE IRON 'MECHANICAL OR E. DIELECTRIC PIPE FITTINGS: PROVIDE DIELECTRIC UNIONS AT ALL (NOTES AT END OF EXHIBIT "A") C. ALL CAST IRON PIPE AND FITTINGS SHALL BE MARKED WITH THE WATER MAIN WITH PUSH -ON TYPE B. PROVIDE SUBMITTALS FOR ALL ITEMS SPECIFIED UNDER PART 2 OF THIS EQUIPMENT CONNECTIONS WHERE DISSIMILAR METALS MEET. IN COLLECTIVE TRADEMARK OF THE CAST IRON SOIL PIPE INSTITUTE (CISPI) CEMENT LINING SECTION. ADDITION, PROVIDE DIELECTRIC UNIONS IN ALL OPEN TYPE PIPING SERVICE PIPE MATERIALS FITTINGS CONNECTIONS AND BE LISTED BY NSF INTERNATIONAL. WATER SERVICE (2 TYPE K COPPER CAST BRONZE FLARED PART 2 -PRODUCTS SYSTEMS .(CONDENSING WATER, DOMESTIC WATER, .ETC.) WHERE 2.3 COPPER PIPE AND FITTINGS IN. AND SMALLER DISSIMILAR METALS ARE TO BE JOINED. WATER -FIRE SEE "UNDERGROUND PIPING AND ACCESSORIES" SECTION SERVICE) 2.1 SUMP PUMP -SUBMERSIBLE F. FRP PIPE JOINTS: BONDED WITH RESIN CATALYST ADHESIVE. SERVICE 221020 A. PIPE: ASTM B88, TYPE K, SOFT TEMPER SANITARY SERVICE WEIGHT CAST IRON, HUB NEOPRENE GASKET A. PUMP: SIMPLEX, SUBMERSIBLE TYPE, 31N. DISCHARGE, CAST IRON G. GROOVED MECHANICAL JOINTS: PIPE TO BE PREPARED IN ACCORDANCE WATER SERVICE (2 SEE UNDERGROUND PIPING AND ACCESSORIES"SECTION B. FITTINGS: ANSI B16.22 WROUGHT COPPER; ANSI B16.26 AND ASTM B62 CAST IRON SOIL AND SPIGOT COMPRESSION CONSTRUCTION, NON CLOG IMPELLER, STAINLESS STEEL SHAFT, WITH THE LATEST MANUFACTURER'S GROOVING SPECIFICATION. USE IN. AND SMALLER) 221020 CAST BRONZE; FLARED END CONNECTIONS. PIPE TYPE CAPABLE OF HANDLING 2-1/2 IN. SOLIDS, MECHANICAL SEAL, MINIMUM 300 MANUFACTURER'S RECOMMENDED GROOVING TOOLS. PIPE SHALL BE DOMESTIC WATER TYPE L COPPER WROUGHT OR CAST NO -LEAD SOLDER 2.4 DUCTILE IRON PIPE AND FITTINGS SCHEDULE 40 PVC, PVC, SOCKET TYPE SOLVENT CEMENT GPM CAPACITY. CHECKED TO BE SURE IT IS FREE OF INDENTATIONS, PROJECTIONS; WELD INTERIOR/HOT, COPPER SOLID WALL B. MOTOR: OIL FILLED, PERMANENT LUBRICATION, AUTOMATIC RESET SEAMS OR ROLL MARKS ON THE EXTERIOR OF THE PIPE OVER THE ENTIRE COLD AND A. PIPE: AWWA C151/ANSI A21.51, CLASS 52, DUCTILE IRON, MECHANICAL THERMAL OVERLOAD, OIL AND WATER RESISTANT POWER CORD WITH GASKET SEATING AREA. PIPE ENDS ARE TO BE SQUARE CUT. LUBRICANT CIRCULATING 3 IN. TYPE JOINTS FOR SHORT RUNS, OTHERWISE USE PUSH -ON TYPE JOINTS. SANITARY AND SCHEDULE 40 PVC, PVC, SOCKET TYPE SOLVENT CEMENT PLUG, NON -OVERLOADING THROUGHOUT THE PUMP CURVE. SHALL BE APPLIED TO GASKET AND/OR PIPE ENDS AND HOUSING INTERIORS TO ELIMINATE PINCHING THE GASKET. AND SMALLER B. FITTINGS: AWWA C110/ANSI A21.51, DUCTILE IRON, 250-PSI PRESSURE GREASE WASTE SOLID WALL VENT C. ELECTRIC CONTROL: SIMPLEX AUTOMATIC CONTROLLER, REMOTE TYPE L COPPER WROUGHT OR CAST PRESS FIT RATING (OR) DUCTILE IRON COMPACT FITTING, FLOATS, NEMA 4X NON -CORROSIVE ENCLOSURE, UL LISTED, ALL STEEL H. SOLVENT -CEMENT PLASTIC PIPING JOINTS: CLEAN AND DRY JOINING COPPER SURE RATING. J INTS 350 PSI PRESSURE RATING. JOINTS SHALL BE RESTRAINED, MECHANICAL CONSTRUCTION, PRIMED AND PAINTED, HASP AND LOCK, FULL INNER SURFACES. JOIN PIPE AND FITTINGS ACCORDING TO THE FOLLOWING: TYPE FOR SHORT RUNS, OTHERWISE USE PUSH -ON TYPE. EXHIBIT "B" - TESTING DOOR, ALL COMPONENTS MOUNTED INSIDE ENCLOSURE UNLESS NOTED, 1. COMPLY WITH ASTM F 402 FOR SAFE -HANDLING PRACTICE OF CPVC, SDR 11 SOCKET TYPE SOLVENT CEMENT (SEE NOTE 6) C. LINING: PIPE AND FITTINGS SHALL HAVE DOUBLE THICKNESS CEMENT SERVICE TEST REQUIREMENTS FURNISHED WITH FOLLOWING: CLEANERS, PRIMERS, AND SOLVENT CEMENTS. APPLY PRIMER. MORTAR LINING WITH SEAL PER AWWA C104/ANSI A21.4 ON INTERIOR AND WATER SERVICE TEST HYDROSTATICALLY AT 150 PSI FOR TWO (2) HOURS. 1. MAGNETIC TYPE STARTER WITH FUSED DISCONNECT AND PEX TUBING N/A COMPRESSION ASPHALTIC COATING ON OUTSIDE. THERMAL OVERLOAD IN EACH MOTOR PHASE LEG, H-O-A 2. CPVC PIPING: JOIN ACCORDING TO ASTM D 2846. TYPE L COPPER WROUGHT COPPER BRAZED D. GLANDS AND GASKETS: AWWA G111/ANSI A21.11, DUCTILE IRON GLAND, SANITARY, MAINTAIN 10 FT. HEAD OF WATER FOR TWO (2) HOURS. SELECTOR SWITCH FOR PUMP AND DOOR INTERLOCK. 3. PVC PIPING: JOIN ACCORDING TO ASTM D 2855. RUBBER GASKET JOINTS, PROVIDE TWO BRONZE WEDGES FOR EACH SANITARY VENT, STORM 2. RELAYS FOR OPERATING STARTER. TYPE L COPPER WROUGHT OR CAST ROLL GROOVED JOINT OF PIPE. 3.5 SLEEVES COPPER MECHANICAL TYPE ACID WASTE AND MAINTAIN 10 FT. HEAD OF WATER FOR TWO (2) HOURS. 3. 120 VOLT FUSED PRIMARY AND SECONDARY CONTROL CIRCUIT A. PROVIDE FOR PIPES PASSING THROUGH FLOORS, WALLS OR CEILINGS. COUPLINGS 2.5 PVC SOLID WALL PIPE AND FITTINGS - DWV SYSTEM VENT TRANSFORMER. NOT REQUIRED FOR FLOORS THAT ARE CORE -DRILLED, EXCEPT WHERE CPVC, SCHEDULE 80 SOCKET TYPE SOLVENT CEMENT A. PIPE: PVC SCHEDULE 40 SOLID WALL PIPE, IRON PIPE SIZE CONFORMING NATURAL GAS REFER TO SECTION 227010 - "NATURAL GAS SYSTEMS". 4. POWER ON AND RUN LIGHTS FOR PUMP. FLOOR IS WATERPROOFED. (SEE NOTE 6) TO ASTM D1785 AND ASTM D2665. PIPE SHALL BE MANUFACTURED FROM B. EXTEND 1/8 IN. ABOVE FINISHED FLOOR IN FINISHED AREAS. IN ABOVE SANITARY, SEE PVC COMPOUNDS AS IDENTIFIED IN ASTM D1784. BOTH PIPE AND FITTINGS LG GAS ( PROPANE REFER TO SECTION 227011 - "LP GAS SYSTEM". 5. MERCURY LEVEL FLOAT CONTROLS, MOUNTING BRACKET, GRADE MECHANICAL ROOMS AND OTHER AREAS WITH FLOOR DRAINS, SANITARY VENT, "UNDERGROUND SHALL CONFORM TO NATIONAL SANITATION FOUNDATION STANDARD 14. JUNCTION BOX. USE STEEL PIPE SLEEVES 2 IN. ABOVE FLOOR. GREASE WASTE PIPING AND B. FITTINGS: TYPE DWV, SOCKET TYPE CONFORMING TO ASTM D2665. 6. HIGH WATER ALARM WITH RELAYS, RED ALARM LIGHT AND C. USE STEEL PIPE SLEEVES IN BEARING WALL, STRUCTURAL SLABS, BEAMS AND STORM ACCESSORIES" FITTINGS SHALL BE MANUFACTURED FROM PVC COMPOUNDS AS END OF SECTION SILENCEABLE ALARM BUZZER. AUXILIARY CONTACTS FOR REMOTE AND OTHER STRUCTURAL SURFACES, AND WHERE CALLED FOR. (BURIED) SECTION 221020 IDENTIFIED IN ASTM D1784. SOLVENT CEMENT JOINTS SHALL BE MADE ALARM BUZZER AND REMOTE ALARM LIGHT. D. SLEEVES SHALL BE AS SMALL AS PRACTICAL, CONSISTENT WITH SANITARY, SERVICE WEIGHT CAST IRON HUB AND NEOPRENE UTILIZING A TWO-STEP PROCESS WITH PRIMER MANUFACTURED FOR THERMOPLASTIC PIPING AND SOLVENT CEMENT CONFORMING TO ASTM 7. CONTINUOUS CORDS FROM PUMP AND LEVEL CONTROLS TO INSULATION, SO AS TO PRESERVE FIRE RATING. SANITARY VENT CAST IRON SOIL SPIGOT COMPRESSION D2564. CONTROL PANEL. E. FILL ABANDONED SLEEVES WITH CONCRETE. PIPE TYPE GASKET 2.6 HIGH -DENSITY POLYETHYLENE (HDPE) SEWER PIPE AND FITTINGS D. BASIN: BASIN AND COVER SHALL BE PROVIDED BY THE GENERAL SERVICE WEIGHT NO HUB NO HUB NEOPRENE CONTRACTOR. F. PROVIDE RUBBER GROMMET SEALS FOR PIPES PASSING THROUGH CAST IRON SOIL GASKET AND A. PIPE: SMOOTH INTERIOR AND CORRUGATED EXTERIOR WALL HDPE PIPE E. REFER TO SCHEDULE ON DRAWINGS FOR CAPACITY AND ELECTRICAL DUCTS OR AIR CHAMBERS OR BUILT-UP HOUSINGS. PIPE STAINLESS STEEL CONFORMING TO AASHTO M252 TYPE C (3 IN. THROUGH 10 IN.) OR AASHTO CHARACTERISTICS. CLAMP ASSEMBLY M 294 TYPE C (12 IN. THROUGH 24 IN.). PIPE SHALL BE MANUFACTURED 3.6 SLEEVE PACKING SCHEDULE 40 PVC, PVC, SOCKET TYPE SOLVENT CEMENT FROM HDPE COMPOUNDS AS IDENTIFIED IN ASTM D3350 WITH CELL F. ACCEPTABLE MANUFACTURERS: HYDROMATIC, GOULDS, WEIL, ZOELLER. A. SEAL VOID SPACE AT SLEEVES AS FOLLOWS: SOLID WALL (SEE NOTE 4) CLASSIFICATION OF 424420C (3 IN. THROUGH 10 IN.) AND 435400C (12 IN. THROUGH 24 IN.). PART 3 - EXECUTION 1. INTERIOR LOCATIONS: FIRMLY PACK WITH FIBERGLASS AND CAULK. SCHEDULE 40 PVC, PVC, SOCKET TYPE SOLVENT CEMENT B. FITTINGS: FITTINGS SHALL CONFORM TO AASHTO M252 OR AASHTO M294. 3.1 INSTALLATION SOLID WALL (SEE NOTE 4) FITTINGS SHALL BE MANUFACTURED FROM COMPOUNDS AS IDENTIFIED IN A. PUMPS SHALL BE INSTALLED, ALIGNED AND STARTED IN ACCORDANCE 2. EXTERIOR WALLS AND BELOW GRADE CORED HOLES: USE INDIRECT WASTE ASTM F810. WITH MANUFACTURERS WRITTEN INSTALLATION INSTRUCTION. SEALING ELEMENT. SCHEDULE 40 PVC, PVC, SOCKET TYPE SOLVENT CEMENT C. JOINTS: PIPE CONNECTIONS SHALL BE MADE WITH COUPLING BANDS B. INSTALL PUMPS IN LOCATIONS TO PROVIDE ACCESS FOR MAINTENANCE 3. CORED HOLES: USE SEALING ELEMENT. SOLID WALL (SEE NOTE 4 COVERING AT LEAST TWO FULL CORRUGATIONS ON EACH END OF PIPE AND REPLACEMENT OF PARTS. MEETING SOIL -TIGHT REQUIREMENTS OF AASHTO M252 AND M294. 4. FIRE RATED, PARTITIONS AND FLOOR SLABS: USE FIRE RATED PUMP DISCHARGE SCHEDULE 40 PVC, PVC, SOCKET TYPE SOLVENT CEMENT GASKETED CONNECTIONS SHALL INCORPORATE CLOSED -CELL SYNTHETIC C. SUPPORT PUMPS AND PIPING SEPARATELY SO THAT PIPING DOES NOT SEALING ELEMENTS, MATERIALS AND METHODS. PROVIDE PER SOLID WALL (SEE NOTE 4) EXPANDED RUBBER GASKETS MEETING ASTM D1056 GRADE 2A2. SUPPORT PUMPS. MANUFACTURER'S INSTRUCTIONS TO MAINTAIN FIRESTOP. CPVC CPVC SOLVENT CEMENT D. PROVIDE THE SERVICES OF A FACTORY TRAINED MECHANIC TO START UP 5. WATERPROOFED WALLS/FLOORS: USE WATERPROOF SEALING 2.7 HIGH -DENSITY POLYETHYLENE (HDPE) WATER PIPE AND FITTINGS THE SYSTEM BASED ON FACTORY RECOMMENDATIONS. PROVIDE OWNER ELEMENT, DEVICE OR COMPOUND. A. PIPE: HDPE 4710 SOLID WALL PIPE CONFORMING TO AWWA C901ASTM INSTRUCTION AT TIME OF START UP. SUBMIT THREE (3) COPIES OF START 3.7 ESCUTCHEON PLATES NOTES FOR EXHIBIT A: F714, ASTM D2239 AND ASTM D3035. PIPE SHALL BE MANUFACTURED FROM UP REPORT TO THE OWNER'S REPRESENTATIVE. A. PROVIDE POLISHED CHROME SETSCREW TYPE ESCUTCHEON PLATES FOR NOTE 4: PVC PIPING SHALL NOT BE INSTALLED WITHIN RETURN AIR PLENUMS. HDPE COMPOUNDS AS IDENTIFIED IN ASTM D3350 WITH CELL E. ALL WIRING FOR SUMP PUMP(S) BETWEEN CONTROL PANEL AND ALL EXPOSED PIPING PASSING THROUGH FLOORS, WALLS OR CEILINGS, IN CLASSIFICATION OF 445574C/E. BOTH PIPE AND FITTINGS SHALL CONFORM TO NATIONAL SANITATION FOUNDATION STANDARD 14 AND 61. JUNCTION BOX SHALL BE CONTINUOUS. NO JUNCTION BOXES ALLOWED ALL ROOMS EXCEPT IN BOILER, FAN AND MECHANICAL ROOMS. NOTE 5: COPPER PIPING SHALL NOT BE USED FOR URINAL WASTE PIPING. WITHIN PUMP BASIN. NOTE 6: CPVC PIPING, COPPER TUBE SIZE (SDR11) PERMITTED FOR PIPING 2 IN. B. FITTINGS: SOCKET TYPE CONFORMING TO ASTM D2683 OR BUTT TYPE 3.2 SUMP PUMP 3.8 TESTS AND SMALLER. CPVC PIPING, SCHEDULE 80 PERMITTED FOR PIPING 3 IN. CONFORMING TO ASTM D3261. FITTINGS SHALL BE MANUFACTURED FROM A. REFER TO EXHIBIT "B" AT THE END OF THIS SECTION FOR TESTING OF AND LARGER. PVC COMPOUNDS AS IDENTIFIED IN ASTM F714. A. INSTALL GATE VALVE AND CHECK VALVE IN DISCHARGE PIPING FOR EACH PLUMBING SYSTEMS. NOTE 8: ALL UNINSULATED PIPING SUPPORTED BY TRAPEZE HANGERS SHALL BE 2.8 DETECTABLE TAPE PUMP. B. PROVIDE ALL NECESSARY ITEMS TO COMPLETE PROPER TESTING OF SECURELY FASTENED TO EACH HANGER USING STRUT -MOUNTED B. SIMPLEX PUMP OPERATION SHALL BE COMPLETELY AUTOMATIC. WORK. PERFORM ALL TESTING IN ACCORDANCE WITH GOVERNING CUSHION CLAMPS. A. DETECTABLE UNDERGROUND WARNING TAPE, 5 MIL. POLYETHYLENE, 6 IN. PRESSURE STYLE SWITCH SHALL START AND STOP THE PUMP AT THE CODES, LOCAL UTILITIES AND OTHER AGENCIES HAVING JURISDICTION WIDE, ALUMINUM BACKING, APWA APPROVED BACKGROUND COLORS FACTORY SET LEVELS. FLOAT STYLE SWITCHES SHALL BE ADJUSTED TO AND AS SPECIFIED. PAY ALL COSTS TO PERFORM TESTS. PERFORM ALL EXHIBIT "B" - TESTING WITHIN PERMANENT BLACK LETTERING IDENTIFYING SERVICE BELOW. START AND STOP THE PUMP AT THE SPECIFIED LEVELS. TESTING IN A SAFE MANNER. ISOLATE EXISTING SYSTEMS. B. SCHEDULE: C. DUPLEX PUMP OPERATION SHALL BE COMPLETELY AUTOMATIC AND C. DOMESTIC WATER: SERVICE TEST REQUIREMENTS 1. SANITARY: GREEN COLOR, "CAUTION BURIED SEWER LINE BELOW". OPERATED AS FOLLOWS: 1. DO NOT COVER JOINTS WITH INSULATION UNTIL REQUIRED TESTS DOMESTIC WATER TEST HYDROSTATICALLY AT 150 PSI FOR TWO (2) HOURS OR AT 2• WATER: BLUE COLOR, "CAUTION BURIED WATER LINE BELOW". 1. OPERATE ONE PUMP BETWEEN PREDETERMINED "ON -OFF" ARE COMPLETED AND THE OWNER'S REPRESENTATIVE ACCEPTS 1.5 TIMES THE WORKING PRESSURE WHEN WORKING PRESSURE ELEVATIONS. THE SYSTEM. EXCEEDS 100 PSI C. ACCEPTABLE MANUFACTURERS: SETON, TERRA TAPE, PRO -LINE SAFETY 2. SOUND ALARM IN EVENT OF HIGH WATER, SANITARY, MAINTAIN 10 FT. HEAD OF WATER FOR TWO (2) HOURS. PRODUCTS, INC. 2. MAKE LEAKS TIGHT;. NO CAULKING PERMITTED. REPLACE SANITARY VENT 3. OPERATE SECOND PUMP WITHIN PREDETERMINED "ON -OFF" DEFECTIVE FITTINGS, PIPE OR CONNECTIONS. PIPING SHALL BE 2.9 SCHEDULE OF PIPING MATERIALS ELEVATIONS IN EVENT FIRST PUMP FAILS OR IS UNABLE TO HANDLE TIGHT AND SHOW NO LOSS OF PRESSURE. INDIRECT WASTE MAINTAIN 10 FT. HEAD OF WATER FOR TWO (2) HOURS. A. SEE EXHIBIT "A", SCHEDULE OF PIPING MATERIALS AT END OF THIS INCOMING FLOW. 3. AIR TEST NOT ACCEPTABLE AS FINAL TEST. PUMP DISCHARGE HYDROSTATICALLY TEST AT 5 PSI GREATER THAN THE PUMP SECTION FOR PIPING. 4. AUTOMATICALLY ALTERNATE OPERATION OF EACH PUMP. 4. CONFIRM IN WRITING THAT TESTS AND FLUSHING HAVE BEEN RATING FOR TWO (2) HOURS. PART 3 - EXECUTION D. INSTALL LIQUID LEVEL CONTROL DEVICES AT PROPER ELEVATION TO DUCTED AND SUCCESSFULLY COMPLETED.. SUBMIT COPY OF DUAND CONDUCTED CON 3A TESTING PRODUCE SPECIFIED SUMP DRAWDOWN. SECURE CONTROL DEVICES TO THE TEST TO OWNER'S REPRESENTATIVE. DISCHARGE PIPING WITH CORROSION RESISTANT BRACKETS AND D. SANITARY: END OF SECTION A. SANITARY: FASTENERS. 1. THERE SHALL BE NO LOSS OF WATER WHEN TESTING INTERIOR 1. DO NOT BACKFILL OVER PIPING UNTIL REQUIRED TESTS ARE E. INSTALL HIGH WATER ALARM AND MAKE ELECTRICAL CONNECTIONS. COMPLETED AND THE OWNER'S REPRESENTATIVE ACCEPTS THE INSTALL LIQUID LEVEL CONTROL DEVICE AT PROPER LIQUID DEPTH. PIPING. SYSTEM. SECURE CONTROL DEVICE TO DISCHARGE PIPING WITH CORROSION 2. AIR TEST NOT ACCEPTABLE AS FINAL TEST. 2. THERE SHALL BE NO LOSS OF WATER WHEN TESTING INTERIOR RESISTANT BRACKETS AND FASTENERS. 3. SHOULD ANY LEAKS, DEFECTIVE JOINTS OR DEFECTIVE PIPING INSIDE THE BUILDING FOUNDATION. 3.3 TESTING CONSTRUCTION BE DETECTED IN SEWERS AND/OR FLOORS OR 3. AIR TEST NOT ACCEPTABLE AS FINAL TEST. A. TEST HOT WATER RECIRCULATING PUMPS FOR OPERATION. WALLS OF APPURTENANT STRUCTURES, THEY SHALL BE PERMANENTLY STOPPED. SHOULD ANY DEFECTIVE PIPES, 4. SHOULD ANY LEAKS, DEFECTIVE JOINTS OR DEFECTIVE B. TEST SANITARY AND STORM PUMPING SYSTEMS FOR OPERATION AT FITTINGS OR ACCESSORIES BE DISCOVERED THEY SHALL BE CONSTRUCTION BE DETECTED IN SEWERS, FLOORS OR WALLS OF SPECIFIED LIQUID DEPTHS. REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. APPURTENANT STRUCTURES, THEY SHALL BE PERMANENTLY STOPPED. SHOULD ANY DEFECTIVE PIPES, FITTINGS OR C. TEST HIGH WATER ALARM FOR OPERATION AT SPECIFIED LIQUID DEPTH. 4. CONFIRM IN WRITING THAT TESTS HAVE BEEN CONDUCTED AND SUCCESSFULLY COMPLETED. SUBMIT COPY OF THE TEST REPORT ACCESSORIES BE DISCOVERED THEY SHALL BE REMOVED AND D. TEST DOMESTIC WATER PRESSURE BOOSTER PUMP SYSTEM FOR TO OWNER'S REPRESENTATIVE. REPLACED AT THE CONTRACTOR'S EXPENSE. OPERATION. 3.9 DOMESTIC WATER PIPING CLEANING AND DISINFECTION 5. TEST EXTERIOR PIPING OUTSIDE THE BUILDING FOUNDATION IN 100 FT. SECTIONS. THE ALLOWABLE RATE OF LEAKAGE PER 24 HOURS E. CERTIFY IN WRITING THAT TESTS HAVE BEEN PERFORMED AND THE SYSTEMS ARE PROPERLY OPERATING. SUBMIT THREE (3) COPIES OF ALL A. CLEANING AND DISINFECTING SHALL BE IN ACCORDANCE WITH PER IN. OF DIAMETER PER 1,000 FT. OF SEWER TESTED SHALL NOT TEST REPORTS TO THE OWNER'S REPRESENTATIVE. REQUIREMENTS OF NEW YORK STATE DEPARTMENT OF HEALTH AND EXCEED 25 GALLONS. PIPING SHALL BE INSPECTED AND TESTED AUTHORITY HAVING JURISDICTION. PRIOR TO DISINFECTING, FLUSH PRIOR TO BACKFILL. END OF SECTION PIPING TO REMOVE ANY SEDIMENT AND DEBRIS. 6. CONFIRM IN WRITING THAT TESTS HAVE BEEN CONDUCTED AND B. CLEAN AND DISINFECT WATER DISTRIBUTION PIPING SYSTEMS AND PARTS SUCCESSFULLY COMPLETED. SUBMIT COPY OF THE TEST OF EXISTING POTABLE WATER SYSTEMS THAT HAVE BEEN ALTERED, REPORTS TO OWNER'S REPRESENTATIVE. EXTENDED OR REPAIRED. B. DOMESTIC WATER: C. AFTER DISINFECTION PROCEDURES, SUBMIT WATER SAMPLES IN STERILE 1. DO NOT BACKFILL OVER PIPING UNTIL REQUIRED TESTS ARE BOTTLES TO AN APPROVED DEPARTMENT OF HEALTH LABORATORY. COMPLETED AND THE OWNER'S REPRESENTATIVE ACCEPTS THE SAMPLES SHALL BE PROVEN EQUAL TO THE WATER QUALITY SERVED TO SYSTEM. THE PUBLIC FROM THE EXISTING WATER SUPPLY SYSTEM AND ACCEPTABLE TO THE DEPARTMENT OF HEALTH. 'FLUSH AND DISINFECT 2. MAKE LEAKS TIGHT; NO CAULKING PERMITTED. REPLACE ALL SECTIONS OF PIPE THAT FAIL THE LABORATORY TESTS. SUBMIT TEST DEFECTIVE FITTINGS, PIPE OR CONNECTIONS. PIPING SHALL BE RESULTS INDICATING WATER IS POTABLE. TIGHT AND SHOW NO LOSS OF PRESSURE. 3.10 PEX DOMESTIC WATER PIPING 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 N ARCH ITECTS,P.C. A1_D1CMffECVU10_1E ■ M ■ 307 Washington Avenue L Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK BAR POOL K 512 MAIN STREET WEST YARMOUTH, MA 02673 J NGiNE RING MechonicaUEter_tricad Engineering Consultants Carnal D:st ict ; kochsster 1 Syruae=a 433 STATE PELT' MATE 410 avrmazn 5. F, 533 21; >,i -EN- ITA Y, N. 12'OS.ea.:na n7 x<er.ny gum -'SiONALNI ' (+L_ DDA PROJECT #21-008 Stamp SYMB ISSUED FOR DATE -1 CONSTRUCTION DOCUMENTS 3/01 /22 Drawn Project Manager P.I.C. MJC BAB MKS SHEET TITLE SPECIFICATIONS SHEET NUMBER Pool Qc 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. 11 H G E ■ ■ C B A 1 2 3 SECTION 220523 - VALVES PART 1 - GENERAL 1.1 WORK INCLUDED N A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM OPERATIONS REQUIRED FOR THE COMPLETE INSTALLATION AND RELATED WORK AS REQUIRED IN CONTRACT DOCUMENT. 1.2 SUBMITTALS A. SUBMIT MANUFACTURER'S DATA IN ACCORDANCE WITH BASIC MECHANICAL AND ELECTRICAL REQUIREMENTS. OBTAIN APPROVAL PRIOR TO ORDERING MATERIAL. B. PROVIDE SUBMITTALS FOR ALL ITEMS SPECIFIED UNDER PART 2 OF THIS 3.2 SECTION. M PART PRODUCTS .1 VALVES - GENERAL A. VALVES SHALL HAVE FOLLOWING REQUIREMENTS: 1. WORKING PRESSURE STAMPED OR CAST ON BODIES. 2. STEM PACKING SERVICEABLE WITHOUT REMOVING VALVE FROM ENI LINE. 3. ALL ITEMS HERE -IN USED TO CONVEY WATER FOR POTABLE USE SHALL BE LEAD FREE IN ACCORDANCE WITH NSF STANDARD, L STANDARD 61, SECTION 9 - STANDARD FOR DRINKING WATER AND LAVATORY FAUCETS AND NSF STANDARD 372 - MAXIMUM LEAD REQUIREMENTS. COMPLIANCE SHALL BE VIA THIRD PARTY TESTING AND CERTIFICATION. B. ACCEPTABLE MANUFACTURERS: 1. BALANCE VALVES: ARMSTRONG, BELL & GOSSETT, RED WHITE, TACO, TOUR AND ANDERSON. 2. BALL VALVES: APOLLO, HAMMOND, MILWAUKEE, NIBCO, RED WHITE, WATTS. K 3. BUTTERFLY VALVES: BRAY, JAMESBURY, KEYSTONE, MILWAUKEE, RED WHITE, WATTS. 4. GATE AND CHECK VALVES: HAMMOND, MILWAUKEE, NIBCO, RED WHITE, STOCKHAM, WATTS. 5. SOLENOID VALVES (WATER): ASCO 6. TO ESTABLISH A STANDARD OF QUALITY AND IDENTIFY FEATURES, CERTAIN MANUFACTURER'S NUMBERS ARE GIVEN IN THE FOLLOWING PARAGRAPHS. J .2 DOMESTIC WATER VALVES A. GATE VALVES: 1. 4 IN. AND LARGER, HOT WATER SERVICE: IBBM, SOLID WEDGE DISC, OS&Y, FLANGED ENDS, 125 SWP; MILWAUKEE F-2885. 2. 4 IN. AND LARGER, COLD WATER SERVICE: EPDXY COATED, RESILIENT WEDGE, OS&Y, FLANGED ENDS, 175 WWP, UUFM; WATTS 408 RW. 3. 3 IN. AND SMALLER: BRONZE, SOLID WEDGE DISC, RISING STEM, 125 SWP; MILWAUKEE 1152 (THREADED ENDS, UNION BONNET) OR H MILWAUKEE 149 (SWEAT ENDS, THREADED BONNET.) B. CHECK VALVES: 1. 3 IN. AND LARGER: IBBM, RENEWABLE SEAT AND DISC, BOLTED FLANGE CAP, FLANGED ENDS, 125 SWP; MILWAUKEE F-2974. 2. 2 IN. AND SMALLER: LEAD-FREE SWING CHECK WITH SILICONE BRONZE BODY, BONNET AND TRIM, PTFE DISC SEAT AND STAINLESS STEEL SEAT DISC WASHER, 200 PSI WORKING PRESSURE, NIBCO T-413-Y-LF (THREADED) OR NIBCO'S S-413-Y-LF (SOLDER). 3. SILENT TYPE: LEAD-FREE SPRING CHECK WITH SILICONE BRONZE G BODY, STAINLESS STEEL TRIM AND PTFE DISC: 250 PSI WORKING PRESSURE; NIBCO T-480-4-LF (THREADED) OR NIBCO S-480-Y-LF (SOLDER). C. BALL VALVES`. 1. 2-1/2 IN. AND LARGER: LEAD-FREE, FORGED COPPER SILICON 2- PIECE BODY, CHROME PLATED BRASS BALL, FULL PORT, TEFLON SEATS AND STEM PACKING, SEPARATE PACKING AND HANDLE NUT, BLOWOUT PROOF STEM EXTENDED FOR INSULATION, VINYL INSULATOR FOR HANDLE, 600 WOG, 125 WSP; WATTS LF-FBV-3C SERIES (THREADED ENDS) OR WATTS LF-FBVS-3C SERIES (SWEAT F ENDS). 2. 2 IN. AND SMALLER: AMERICAN-MADE, LEAD-FREE, BRONZE 2-PIECE BODY, CHROME -PLATED LEAD-FREE BRASS BALL, LEAD-FREE BRASS STEM, FULL PORT, TEFLON SEATS AND STEM PACKING, SEPARATE PACKING AND HANDLE NUT; BLOW OUT PROOF STEM EXTENDED FOR INSULATION, VINYL INSULATOR FOR HANDLE, 600 WOG, 150 SWP: WATTS #LFB-6080G2 (THREADED ENDS) OR WATTS #LFB-6081G2 (SWEAT ENDS). 3. 4 IN. AND SMALLER: TRUE UNION STYLE, CPVC BODY AND BALL, 150 PSI, EPDM O-RING SEALS, CONSTRUCTED FOR END ENTRANCE WITH SOCKET, FLANGED OR THREADED ENDS, FULL PORT DESIGN, E CONFORMING TO AND LISTED BY NSF 14 FOR POTABLE WATER. D. BUTTERFLY VALVES: 1. 2-1/2 IN. AND LARGER: CAST OR DUCTILE IRON BODY, 175 WWP, LUG TYPE, BRONZE DISC, 17-4 STAINLESS STEEL STEM, REPLACEABLE EPDM SEAT FOR WATER TEMPERATURES UP TO 250° F AT 140 PSI, BUBBLETIGHT SHUTOFF, SUITABLE FOR DEAD END SERVICE, BUNA-N O-RING STEM SEALS, LEVER OPERATOR UP TO 6 IN. SIZE, GEAR OPERATOR FOR 81N. AND LARGER, CAPABLE OF BI- DIRECTIONAL FLOW, EXTENDED NECK TO ACCOMMODATE 2 IN. OF PIPE INSULATION; MILWAUKEE "C" SERIES. D 2. 2-1/2 IN. AND LARGER: CPVC BODY, 150 PSI, WAFER TYPE, 416 STAINLESS STEEL STEM, EPDM SEAT MATERIAL, CPVC DISC; TFE BEARINGS, FLANGED ENDS, LEVER OPERATORS, CONFORMING TO AND LISTED BY NSF 14 FOR POTABLE WATER. E. HOSE THREAD DRAIN VALVES: 1. BALL VALVE, BRONZE BODY, HARDENED CHROME BALL WITH HOSE THREAD END, CAP AND CHAIN; WATTS #LFFBV/FBVS-3C-CC. F. CHECK VALVES: C 1. 2-1/2 IN. AND LARGER: CAST IRON BODY, WAFER STYLE, ALUMINUM - BRONZE DISC PLATES, STAINLESS STEEL HINGE PIN AND SPRING, STAINLESS STEEL BOLTS AND FASTENERS, BUNA-N SEAT FOR WATER TEMPERATURES UP TO 150°F AT 200 PSI: WATTS #ICV-125 OR APPROVED EQUAL, G. SLOW CLOSE SOLENOID VALVE (WATER): 1. ASCO MODEL NO. 8221 G01 3AC120/60D, 120 VOLT, BRASS BODY, 2- WAY 2/2, NORMALLY CLOSED, NPT 2". PART 3 - EXECUTION B 3.1 INSTALLATION A. PROVIDE ALL SHUTOFF, CHECK, BALANCING AND OTHER TYPE VALVES AS INDICATED, AS REQUIRED BY CODE AND AS REQUIRED FOR PROPER SYSTEM MAINTENANCE, ISOLATION AND SAFETY. PROVIDE AT MAJOR BUILDING AND SYSTEMS SECTIONS. PROVIDE SHUTOFF VALVES ON ALL BRANCH LINES SERVING TWO FIXTURES OR MORE, AT ALL EQUIPMENT, FIXTURES, BEFORE AND AFTER AUTOMATIC CONTROL VALVES, AND AT FUTURE CONNECTIONS. B. LOCATE VALVES FOR EASY ACCESS AND PROVIDE SEPARATE SUPPORT WHERE NECESSARY. INSTALL VALVES WITH STEMS AT OR ABOVE THE HORIZONTAL POSITION. INSTALL SWING CHECK VALVES IN HORIZONTAL A POSITION WITH HINGE PIN LEVEL. 1 1 2 1 3 4 5 6 7 8 9 10 11 12 13 1 14 1 15 C. PROVIDE DRAIN VALVES WITH HOSE THREAD CONNECTIONS ON ALL SECTION 221010 -PIPING SYSTEMS AND ACCESSORIES D. STEEL TO CAST IRON: CAST IRON SOIL PIPE CONNECTOR WITH SPIGOT K. PEX TUBING SUPPORTS SHALL COMPLY WITH MANUFACTURER'S EQUIPMENT, PROVIDE HOSE THREAD DRAIN VALVES AT ALL LOW POINTS PART 1 - GENERAL AND IPS MALE THREAD END (MANHOFF FITTINGS). RECOMMENDATIONS, BUT SHALL BE NO MORE THAN 2 FT. - 0 IN. ON TO ENABLE COMPLETE DRAINAGE OF ALL PIPING SYSTEMS INCLUDING, E. NO -HUB, CAST IRON, GLASS, POLYPROPYLENE OR HIGH SILICON CAST. CENTER, WATER MAINS, BRANCHES, AT BASE OF VERTICAL RISERS AND AT 1.1 WORK IRON: PROPER ADAPTER TO PIPING BEING CONNECTED. L. PIPING SYSTEMS WITH MATERIAL NOT LISTED ABOVE SHALL BE STRAINERS. A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM F. CAST IRON AND PVC SOLVENT: AERATORS AND DEAERATORS AS SUPPORTED AND PROTECTED IN ACCORDANCE WITH MANUFACTURER'S D. PROVIDE SHUTOFF VALVE AND WYE-STRAINER BEFORE ALL AUTOMATIC OPERATIONS REQUIRED FOR THE COMPLETE INSTALLATION AND RELATED MANUFACTURED BY CONINE MANUFACTURING CO., INC. RECOMMENDATIONS. CONTROL VALVES AND PRESSURE REDUCING VALVES. WORK AS REQUIRED IN CONTRACT DOCUMENTS. 2.11 PIPING ACCESSORIES E. INSPECT VALVES FOR PROPER OPERATION BEFORE INSTALLATION. 29 . 1.2 SUBMITTALS DIELECTRIC PIPE FITTINGS A. ESCUTCHEON PLATES: STEEL OR CAST BRASS, SPLIT HINGE TYPE WITH INSTALL UNDERGROUND VALVE BOXES VERTICALLY OVER EACH VALVE, A. PROVIDE A SCHEDULE OF PIPE MATERIALS, FITTINGS AND CONNECTIONS. A. DESCRIPTION: ASSEMBLY OR FITTING HAVING INSULATING MATERIAL SETSCREW, HIGH PLATES WHERE REQUIRED FOR EXTENDED SLEEVES. ADJUST TOP OF BOX TO PROPER GRADE. IMMEDIATELY BACKFILL WITH ISOLATING JOINED DISSIMILAR METALS TO PREVENT GALVANIC ACTION CHROME PLATED IN FINISHED AREAS AND AT PLUMBING FIXTURES. CRUSHED STONE AND CAREFULLY TAMP INTO PLACE. UNLESS B. PROVIDE A DETAILED MATRIX LISTING THE SPECIFIC UL APPROVED AND STOP CORROSION. OTHERWISE NOTED, LEAVE IN THE OPEN POSITION. FIRESTOP SYSTEM ASSEMBLY TO BE USED FOR EACH TYPE OF PIPING B UNIONS: FACTORY FABRICATED, FOR PSI MINIMUM WORKING B. ALL CLEANOUT PLUGS, BUSHINGS AND NIPPLES, REQUIRED FOR DOMESTIC WATER SYSTEM PROVIDED AND EACH TYPE OF CONSTRUCTION TO BE PENETRATED PRESSURE AT 180°F, THREADED OR SOLDER ENDS, INSULATING MATERIAL INSTRUMENTS AND GAUGES SHALL BE BRASS. ALONG WITH ALL ASSOCIATED UL ASSEMBLY DETAILS. SUITABLE FOR SYSTEM FLUID, PRESSURE AND TEMPERATURE. C. HUBLESS CAST IRON FITTING RESTRAINTS SHALL BE HOLDRITE SERIES # A. THE MAIN WATER SERVICE SHUTOFF VALVE INSIDE THE BUILDING AND PART 2 -PRODUCTS 117 OR APPROVED EQUAL. VALVES FOR A 3 IN. AND LARGER WATER METER ASSEMBLY SHALL BE C. FLANGES: FACTORY -FABRICATED, COMPANION -FLANGE ASSEMBLY, FOR OS&Y GATE VALVES IN ACCORDANCE WITH THE LOCAL WATER AUTHORITY 2.1 GENERAL 150 OR 300 PSIG MINIMUM PRESSURE TO SUIT SYSTEM FLUID PRESSURES 2.12 SLEEVES REQUIREMENTS. AND TEMPERATURES WITH FLANGE INSULATION KITS AND BOLT SLEEVES. A. PIPE AND FITTINGS SHALL BE NEW, MARKED WITH MANUFACTURER'S A. STANDARD TYPE: B. INSTALL BALANCE VALVES IN EACH HOT WATER CIRCULATION_ BRANCH NAME AND COMPLY WITH APPLICABLE ASTM AND ANSI STANDARDS. D. ACCEPTABLE MANUFACTURERS: EPCO, CAPITOL MANUFACTURING, A 1. SCHEDULE 40 BLACK STEEL PIPE SLEEVES FOR STRUCTURAL AND WHERE NOTED. B. ALL ITEMS HERE -IN USED TO CONVEY WATER FOR POTABLE USE SHALL BE WATTS APPROVED EQUAL SURFACES, TWO PIPE SIZES LARGER THAN THE PIPE, AND AS OF SECTION LEAD FREE IN ACCORDANCE WITH NSF, STANDARD 61, SECTION 9 - 210 HANGERS, INSERTS AND SUPPORTS RECOMMENDED BY THE SEALING ELEMENT MANUFACTURER. STANDARD FOR DRINKING WATER AND LAVATORY FAUCETS AND NSF A. HANGERS, INSERTS, CLAMPS: B-LINE, GRINNELL, MICHIGAN HANGER, PHD PROVIDE FULL CIRCLE WATER STOP COLLAR FOR SLEEVES LOCATED WITHIN BELOW GRADE WALLS, WET WELLS AND STANDARD 372 - MAXIMUM LEAD REQUIREMENTS. COMPLIANCE SHALL BE VIA THIRD PARTY TESTING AND CERTIFICATION. MANUFACTURING. WATERPROOFED SURFACES. THE COLLAR SHALL BE FABRICATED B. HANGERS: FROM STEEL PLATE AND WELDED TO THE SLEEVE AROUND ITS 2.2 COPPER TUBE AND FITTINGS ENTIRE CIRCUMFERENCE. 1. ADJUSTABLE, WROUGHT MALLEABLE IRON OR STEEL WITH A. PIPE: ASTM B88; TYPE K OR L, HARD TEMPER. SOFT TEMPER ONLY AS ELECTROPLATED ZINC OR CADMIUM FINISH. PVC COATED WHERE 2. SCHEDULE 40 PVC SLEEVES OR SHEET METAL SLEEVES FOR SECTION 220553 - PLUMBING IDENTIFICATION CALLED FOR. PLANS SHOW COPPER TUBE SIZES. IN CONTACT WITH COPPER PIPING. NONSTRUCTURAL SURFACES AND EXISTING CONSTRUCTION. PART 1 - GENERAL B. FITTINGS: WROUGHT COPPER AND COPPER ALLOY, ASME B16.22 OR CAST 2. ADJUSTABLE RING TYPE WHERE PIPING IS INSTALLED DIRECTLY ON SHEET METAL SLEEVES SHALL BE 18 GAUGE MINIMUM AND BRACED TO PREVENT COLLAPSING. 1.1 WORK INCLUDED COPPER ALLOY, ASME B16.18; SOLDER END CONNECTIONS. HANGER FOR PIPING 3 IN. AND SMALLER. 2.13 SEALING ELEMENTS A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES AS REQUIRED C. JOINTS: ' COMPLY WITH THE REQUIREMENTS OF ASTM B828. 3. ADJUSTABLE STEEL CLEVIS TYPE FOR PIPING 4 IN. AND LARGER. FOR THE COMPLETE INSTALLATION DESIGNED IN CONTRACT DOCUMENTS. D. UNIONS AND FLANGES: 2 IN. AND SMALLER USE UNIONS, SOLDER TYPE, 4. NUTS, WASHERS AND RODS WITH ELECTROPLATED ZINC OR A. EXPANDING NEOPRENE LINK TYPE, WATERTIGHT SEAL CONSISTING OF INTERLOCKING LINKS WITH ZINC PLATED BOLTS. 1.2 QUALIFICATIONS CAST BRONZE, GROUND JOINT, 150 LB. SWP: 2-1/2 IN. AND OVER USE CADMIUM FINISH. FLANGES, CAST BRONZE, COMPANION TYPE, ASME DRILLED, SOLDER 1. ACCEPTABLE MANUFACTURERS: THUNDERLINE "LINK -SEAL" SERIES A. ALL IDENTIFICATION DEVICES SHALL COMPLY WITH ANSI Al 3.1 FOR CONNECTION, 150 LB. SWP. 5. PROVIDE HOT DIPPED GALVANIZED FINISH FOR HANGERS AND 200,300 OR 400, PYROPAC, CALIPCO. LETTERING SIZE, LENGTH OF COLOR FIELD, COLORS, AND VIEWING ANGLES. ` E. FLUX MATERIALS: FLUX SHALL COMPLY WITH ASTM B813 AND THE ACCESSORIES INSTALLED IN EXTERIOR LOCATIONS AND INTERIOR AREAS WITH MOIST ENVIRONMENT CONDITIONS SUCH AS POOLS, 2.14 FIRESTOP SYSTEM FOR OPENINGS THROUGH FIRE RATED WALL AND PROVISIONS OF THE NEW YORK STATE PLUMBING CODE. POOL FILTER ROOMS, AREAWAYS, GARAGES AND SIMILAR AREAS. FLOOR ASSEMBLIES 1.3 SUBMITTALS F. SOLDER MATERIALS: NO -LEAD SOLDER, USING ALLOYS MADE FROM TIN, "BRIGHT", C. SPACING SCHEDULE: A. MATERIALS FOR FIRESTOPPING SEALS SHALL BE LISTED BY AN APPROVED11 A SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA AND INSTALLATION COPPER, SILVER AND NICKEL. HARRIS, INC., "STAY -SAFE 50" AND INSTRUCTIONS FOR EACH IDENTIFICATION MATERIAL AND DEVICE. SUBMIT ENGELHARD "SILVABRIGHT 100", CANFIELD "WATERSAFE OR APPROVED VALVE SCHEDULE FOR EACH PIPING SYSTEM TYPEWRITTEN ON AN 8-1/2 EQUAL. IN. X 11 IN. PAPER (MINIMUM), INDICATING VALVE NUMBER, LOCATION AND G. BRAZING MATERIALS: CLASS BCUP-5 FOR BRAZING COPPER TO BRASS, VALVE FUNCTION. SUBMIT SCHEDULE OF PIPE, EQUIPMENT AND NAME BRONZE TO COPPER. HARRIS, INC. "STAY-SILV 15" OR APPROVED EQUAL. IDENTIFICATION FOR REVIEW BEFORE STENCILING OR LABELING. 2.3 COPPER TUBE AND FITTINGS - PRESS FITTINGS 1.4 MAKES A. TUBING STANDARD: COPPER TUBING SHALL CONFORM TO ASTM B75 OR A. ALLEN SYSTEMS, INC., BRADY (W.H.) CO.; SIGNMARK DIV., INDUSTRIAL ASTM B88. SAFETY SUPPLY CO., INC., SETON NAME PLATE CORP. B. FITTING STANDARD: COPPER FITTINGS SHALL CONFORM TO ASME B16.18, ASME B16.22, OR ASME B16.26. PIPE SIZE S COPPER PLCSTI CAST IRON ROD SIZE LEE 3/4 IN. TO 1 IN. 8 FT. 6 FT. 3 FT. EACH HORIZONTAL 3/8 IN. 1-1/4 IN. TO 2 10 FT. 6 FT. 3 FT. 3/8 IN. IN. JOINT 5 FT. 2-1/2 IN. TO 4 12 FT. 10 FT. 4 FT. 1/2 IN. IN. MAXIMUM 5 IN. AND 12 FT. 10 FT. 4 FT. 5/8 IN. OVER O.C. 8 IN. 12 FT. 10 FT. 4 FT. 3/4 IN. OVER 8 IN. I TO SUIT LOADING CONDITIONS. 71 INDEPENDENT TESTING LABORATORY FOR THROUGH -PENETRATION FIRESTOP SYSTEMS". THE SYSTEM SHALL MEET THE STANDARD FIRE TEST FOR THROUGH -PENETRATION FIRESTOP SYSTEMS DESIGNATED ASTM E814. FIRESTOP SYSTEM SEALS SHALL BE PROVIDED AT LOCATIONS WHERE PIPING PASS THROUGH FIRE RATED WALL, FLOOR/CEILING, OR CEILING/ROOF ASSEMBLY. MINIMUM REQUIRED FIRE RESISTANT RATINGS OF THE ASSEMBLY SHALL BE MAINTAINED BY THE FIRESTOP SYSTEM. INSTALLATION SHALL CONFORM WITH THE MANUFACTURER'S RECOMMENDATIONS AND OTHER REQUIREMENTS NECESSARY TO MEET THE TESTING LABORATORY'S LISTING FOR THE SPECIFIC INSTALLATION. 5 STACK SLEEVE PART 2 - PRODUCTS C. PRESS FITTINGS: COPPER PRESS FITTINGS SHALL CONFORM TO THE D. BEAM ATTACHMENTS: A. CAST IRON BODY WITH CAULKING RECESS, FLASHING CLAMP AND UNDER 2.1 GENERAL MATERIAL AND SIZING REQUIREMENTS OF ASME B16.18 OR ASME B16.22. 1. C-CLAMP STYLE, LOCKNUT, RESTRAINING STRAP, ELECTROPLATED DECK CLAMP. A. PROVIDE MANUFACTURER'S STANDARD PRODUCTS OF CATEGORIES AND O-RINGS FOR COPPER PRESS FITTINGS SHALL BE EPDM. FINISH, UL LISTED, FM APPROVED FOR PIPE SIZES 2 IN. AND B. ACCEPTABLE MANUFACTURERS: JAY R. SMITH SERIES 1720, ZURN, WADE. TYPES REQUIRED FOR EACH APPLICATION. IN CASES WHERE THERE IS D. ACCEPTABLE MANUFACTURERS: APOLLO, MUELLER, NIBCO, VIEGA. SMALLER. 2.16 STRAINERS MORE THAN ONE TYPE SPECIFIED FOR AN APPLICATION, SELECTION IS INSTALLER'S OPTION, BUT PROVIDE SINGLE SELECTION FOR EACH 2.4 CPVC DOMESTIC WATER PIPING 2. CENTER LOADED STYLE WITH CLAMP ATTACHMENTS THAT ENGAGE A. DESCRIPTION: Y-PATTERN, SELF-CLEANING, EXCEPT WHERE OTHERWISE PRODUCT CATEGORY. BOTH EDGES OF BEAM, ELECTROPLATED FINISH, UL LISTED, FM INDICATED, FULL SIZE OF CONNECTING PIPING, TYPE 304 STAINLESS B. ALL ADHESIVES USED FOR LABELS IN THE INTERIOR OF THE BUILDING A. ALL PIPE AND FITTINGS SHALL BE MANUFACTURED FROM CPVC COMPOUND WITH A CELL CLASS OF 24448 FOR PIPE AND 23447 FOR APPROVED, FOR PIPE SIZES LARGER THAN 2 IN., REFER TO "SUPPORTS" FOR ADDITIONAL REQUIREMENTS. STEEL SCREENS, 125 LB. SWP, UNLESS OTHERWISE INDICATED. SHALL COMPLY WITH THE MAXIMUM VOLATILE ORGANIC COMPOUND (VOC) FITTINGS AS PER ASTM D-1784; SHALL CONFORM TO NATIONAL B. COPPER PIPING 2-1/2 IN. AND SMALLER: LEAD FREE, CAST BRONZE BODY, LIMITS AS CALLED FOR IN THE CURRENT VERSION OF U.S. GREEN (NSF) SANITATION FOUNDATION NSF STANDARDS 6 AND 14; AND SHALL BE E. INSERTS: CARBON STEEL BODY AND SQUARE INSERT NUT, GALVANIZED THREADED ENDS, TAPPED RETAINER CAP WITH CLOSURE PLUG, 20 MESH BUILDING COUNCIL LEED CREDITS EQ 4.1 AND EQ 4.2. INTENDED FOR USE IN HOT AND COLD DOMESTIC WATER DISTRIBUTION FINISH, MAXIMUM LOADING 1300 LBS., FOR 3/8 IN. TO 3/4 IN. ROD SIZES, SCREEN, WATTS #LF777S. SYSTEMS. REINFORCING RODS ON BOTH SIDES, MSS-SP-69 TYPE 19 OR APPROVED 2.2 PIPING IDENTIFICATION EQUAL. C. PIPING 3 IN. AND LARGER, COLD WATER APPLICATIONS: LEAD FREE, CAST A. IDENTIFICATION TYPES: B. 1/2 IN. THROUGH 2 IN. SIZES: CPVC COPPER TUBE SIZE, STANDARD F. SUPPORTS: IRON BODY, FLANGED ENDS, STANDARD SCREEN OPENINGS, FDA DIMENSION RATIO (SDR) 11 CONFORMING TO ASTM D-2846. TRANSITION APPROVED EPDXY COATING, TAPPED RETAINER CAP AND GASKET WITH 1. PRESSURE SENSITIVE TYPE: PROVIDE MANUFACTURER'S FITTINGS SHALL HAVE BRASS MALE OR FEMALE CONNECTIONS WITH 1. PROVIDE INTERMEDIATE STRUCTURAL STEEL MEMBERS WHERE CLOSURE PLUG; WATTS #77F-DI-FDA-125. STANDARD PRE-PRINTED, PERMANENT ADHESIVE, COLOR CODED, INTEGRAL CPVC SOCKET CONNECTIONS; CHARLOTTE PIPE AND FOUNDRY REQUIRED FOR HANGER ATTACHMENT. MEMBERS SHALL SPAN PRESSURE SENSITIVE VINYL PIPE MARKERS COMPLYING WITH ANSI CO. FLOWGUARD GOLD OR APPROVED EQUAL. ACROSS THE BAR JOISTS AT PANEL POINTS OF JOISTS. SECURE 2.17 PIPING MATERIALS AND SCHEDULE A13.1. PROVIDE A 360° WRAP OF FLOW ARROW TAPE AT EACH END C. 3 IN. THROUGH 6 IN. SIZES: CPVC SCHEDULE 80 IRON PIPE. SIZE (IPS) MEMBER TO STRUCTURE. SELECT SIZE OF MEMBERS BASED ON A A. SEE EXHIBIT "A", "SCHEDULE OF PIPING MATERIALS" AT END OF THIS OF PIPE LABEL CONFORMING TO ASTM F-441. SOCKET TYPE FITTINGS SHALL CONFORM . MINIMUM FACTOR OF SAFETY OF FOUR SECTION FOR (PLUMBING) PIPING. TO ASTM F-439. TRANSITION TO METAL PIPING SHALL BE MADE USING 150# 2. FOR WEIGHTS UNDER 1000 LBS.: "DRILL -IN" INSERTS, "U" SHAPED B. SEE EXHIBIT "B", "TESTING" AT END OF THIS SECTION. B. LETTERING: FLANGED CONNECTIONS. CHANNEL, BEAM CLAMPS OR OTHER STRUCTURALLY REVIEWED 1. PIPING LABELING SHALL CONFORM TO THE FOLLOWING LIST: D. ALL PIPE AND FITTINGS SHALL BE PRODUCED BY A SINGLE SUPPORT. THE FACTOR OF SAFETY SHALL BE AT LEAST FOUR. PART 3 - EXECUTION MANUFACTURER AND INSTALLED IN ACCORDANCE WITH FOLLOW MANUFACTURER'S RECOMMENDATIONS. PIPE FUNCTION IDENTIFICATION COLD WATER DOMESTIC COLD WATER HOT WATER DOMESTIC HOT WATER SANITARY WASTE SANITARY WASTE INDIRECT WASTE INDIRECT WASTE VENT VENT PUMP DISCHARGE PUMP DISCHARGE 3.1 EQUIPMENT AND SYSTEMS MANUFACTURER'S RECOMMENDATIONS AND LOCAL CODE 3. FOR WEIGHTS ABOVE 1000 LBS.: DRILL THROUGH FLOOR SLABS REQUIREMENTS. PIPING SHALL BE INSTALLED USING APPROVED SOLVENT AND PROVIDE FLAT FLUSH PLATE WELDED TO TOP OF ROD OR A. INSTALL EQUIPMENT AND SYSTEMS IN ACCORDANCE WITH PROVISIONS CEMENT CONFORMING TO ASTM F-493 AND PRIMER CONFORMING TO PROVIDE ADDITIONAL "DRILL -IN" INSERTS AND HANGERS TO OF EACH APPLICABLE SECTION OF THESE SPECIFICATIONS, AND ASTM F-656 AND IN ACCORDANCE WITH MANUFACTURER'S LOCAL/STATE CODES/REGULATIONS HAVING JURISDICTION. ACCURATELY RECOMMENDATIONS. REDUCE LOAD PER HANGER BELOW 1000 LBS. ESTABLISH GRADE AND ELEVATION OF PIPING BEFORE SETTING SLEEVES. 4. FOR METAL DECKS: DRILL HOLE THROUGH FOR HANGER RODS INSTALL PIPING WITHOUT SPRINGING OR FORCING, EXCEPT WHERE .5 PEX DOMESTIC WATER PIPING AND IMBED A WELDED PLATE IN CONCRETE OR USE DEVICES SPECIFICALLY CALLED FOR, MAKING PROPER ALLOWANCE FOR A. PIPE: CROSS -LINKED, HIGH DENSITY, POLYETHYLENE TUBING FOR DESIGNED FOR THIS APPLICATION, WITH A SAFETY FACTOR OF EXPANSION AND ANCHORING. CHANGES IN SIZES SHALL BE MADE WITH 2.3 VALVE IDENTIFICATION POTABLE WATER. ASTM F-876/F-877; ANSI/NSF 61. PLANS SHOW NOMINAL FOUR. REDUCING FITTINGS. REDUCING COUPLINGS ARE NOT ACCEPTABLE. TUBE SIZES. ARRANGE PIPING AT EQUIPMENT WITH NECESSARY OFFSETS, UNIONS, A. VALVE TAGS: 5. FOR WOOD CONSTRUCTION: PROVIDE HANGERS AND SUPPORTS FLANGES, AND VALVES, TO ALLOW FOR EASY PART REMOVAL AND B. MANIFOLDS: COPPER MANIFOLD WITH SWEAT ENDS AND 24-3/4 IN. DESIGNED FOR ATTACHMENT TO WOOD CONSTRUCTION. MAINTENANCE. OFFSET PIPING AND CHANGE ELEVATION AS REQUIRED 1. STANDARD BRASS VALVE TAGS, 2 IN. DIAMETER WITH 1/2 IN. HIGH OUTLETS ON 3 IN. CENTERS. PROVIDE REDUCING COUPLINGS AS 6. ACCEPTABLE MANUFACTURERS: HILTI, ITW RAMSET, PHILLIPS "RED TO COORDINATE WITH OTHER WORK. AVOID CONTACT WITH OTHER BLACK -FILLED NUMERALS. ATTACH TO VALVE WITH BRASS JACK REQUIRED FOR INDIVIDUAL OUTLETS. HEAD" OR APPROVED EQUAL MECHANICAL OR ELECTRICAL SYSTEMS. PROVIDE ADEQUATE MEANS OF CHAIN AND "S" HOOK. IDENTIFY BETWEEN HEATING AND PLUMBING DRAINING AND VENTING UNITS, RISERS, CIRCUITS AND SYSTEMS. SERVICES WITH 1/4 IN. LETTERS ABOVE THE VALVE NUMBER. C. VALVES: BRASS BODY BALL VALVES WITH SWEAT X PEX COMPRESSION G. TRAPEZE HANGERS: CONCEAL PIPING UNLESS OTHERWISE CALLED FOR. COPPER TUBING ENDS RATED FOR 250 PSI AND 250°F. PROVIDE CRIMP RING FOR PEX SHALL BE CUT WITH A WHEELED TUBING CUTTER OR OTHER APPROVED 2. ACCEPTABLE MANUFACTURERS: SETON STYLE NO. M4507, OR COMPRESSION CONNECTIONS. 1. FOR PLUMBING SYSTEMS ONLY. COPPER TUBING CUTTER TOOL. THE TUBING MUST BE CUT SQUARE TO APPROVED EQUAL. D. ACCEPTABLE MANUFACTURERS: WIRSBO, VIEGA, ZURN OR APPROVED 2. HANGERS SHALL BE SUPPORTED WITH ROD SIZED WITH A SAFETY PERMIT PROPER JOINING WITH THE FITTINGS. REAM PIPES AFTER B. VALVE CHART: EQUAL. FACTOR OF FOUR. CUTTING AND CLEAN BEFORE INSTALLING. CAP OR PLUG EQUIPMENT AND PIPE OPENINGS DURING CONSTRUCTION. INSTALL PIPING PARALLEL WITH 1. PROVIDE VALVE CHART FOR ALL VALVES PROVIDED AS A PART OF 2.6 COPPER TUBE AND FITTINGS - GROOVED MECHANICAL CONNECTIONS 3. MAY BE MANUFACTURED TYPE "U" SHAPED CHANNEL, OR SUITABLE LINES OF BUILDING, PROPERLY SPACED TO PROVIDE CLEARANCE FOR THIS PROJECT. FRAME AND PLACE UNDER CLEAR GLASS. MOUNT ANGLE IRON OR CHANNEL. ROUND OFF ALL SHARP EDGES. INSULATION. MAKE CHANGES IN DIRECTION AND BRANCH CONNECTIONS IN MECHANICAL ROOM. A. PIPE: ASTM B88, TYPE K OR L, HARD TEMPER. WITH FITTINGS. DO NOT INSTALL VALVES, UNIONS AND FLANGES IN 4. SECURELY FASTEN PIPING TO TRAPEZE WITH "U" BOLT OR PIPE INACCESSIBLE LOCATIONS. MATERIALS WITHIN A SYSTEM AND BETWEEN 2.4 EQUIPMENT IDENTIFICATION B. FITTINGS: WROUGHT COPPER, ROLL GROOVED MECHANICAL CLAMPS, DISSIMILAR METALS SHALL NOT TOUCH, USE ISOLATION SYSTEMS SHALL BE CONSISTENT. 1F THIS IS NOT POSSIBLE, INSTALL A. GENERAL: CONNECTIONS, ASTM B-75, ANSI B16.22 FOR 4 IN. SIZE. CAST BRONZE, GASKETS, SIMILAR TO HOLDRITE STRUT -MOUNTED CUSHION DIELECTRIC FITTINGS. ROLLED GROOVED MECHANICAL CONNECTIONS, ASTM B-584, ANSI B16.18 CLAMPS. FASTEN PIPING TO TRAPEZE AT EVERY THIRD SUPPORT, 1. PROVIDE ENGRAVED VINYL NAMEPLATES FOR EACH MAJOR PIECE FOR SIZES 5 IN. - 8 IN. EXCEPT UNINSULATED PIPING WHICH SHALL BE FASTENED AT 3.2 PIPING OVER ELECTRICAL EQUIPMENT OF MECHANICAL EQUIPMENT PROVIDED, 2-1/2 IN. X 3/4 IN. SIZE. C. COUPLINGS: DUCTILE IRON, ASTM A-536, WITH COPPER COLORED ALKYD EVERY SUPPORT USING STRUT -MOUNTED CUSHION CLAMPS. A. CONTRACTOR SHALL ROUTE PIPING TO AVOID INSTALLATION DIRECTLY 2. ACCEPTABLE MANUFACTURERS: SETON STYLE NO. M4562, OR ENAMEL FINISH, DESIGNED FOR ROLLED GROOVED PIPING. 5: ACCEPTABLE MANUFACTURERS: B-LINE, HOLDRITE KINDORF, OVER ELECTRIC EQUIPMENT, INCLUDING, BUT NOT LIMITED TO PANELS, APPROVED EQUAL. D. GASKETS: GRADE "E" EPDM SYNTHETIC RUBBER, COPPER COLOR UNISTRUT OR APPROVED EQUAL. TRANSFORMERS, DISCONNECTS, STARTERS, MOTOR CONTROL CENTER, 2.5 ABOVE CEILING EQUIPMENT LOCATOR CODED, -30°F TO 230°F TEMPERATURE RANGE, SUITABLE FOR WATER H. CABINET PIPE SPACE SUPPORTS: ADJUSTABLE SPEED DRIVES AND FUSED SWITCHES. SERVICE. B. PIPING SHALL NOT BE INSTALLED IN THE DEDICATED ELECTRIC AND A. 3/4 IN. DIAMETER ADHESIVE STICKERS PLACED ON CEILING GRID AND 1. PIPING BELOW CASEWORK COUNTERTOPS WITHIN SPACE BEHIND WORKING SPACE AS DEFINED BY NEC 110. DEDICATED ELECTRICAL COLOR-CODED.. E. BOLTS AND NUTS: HEAT TREATED, HEX HEAD CARBON STEEL, ASTM A183, CABINET SHALL BE SUPPORTED USING CONTINUOUS SLOT METAL SPACE IS GENERALLY EQUAL TO THE DEPTH AND WIDTH OF ELECTRICAL CADMIUM PLATED OR ZINC ELECTROPLATED FINISH. CHANNELS WITH PIPE CLAMPS. EQUIPMENT, AND EXTENDS 6 FT. ABOVE THE ELECTRICAL EQUIPMENT, OR B. THE COLOR FOR ALL PLUMBING VALVES SHALL BE BLUE, F. DESIGN EQUIPMENT: VICTAULIC STYLE 606 COUPLINGS. 2. ACCEPTABLE MANUFACTURERS: B-LINE, KINDORF, UNISTRUT OR TO A STRUCTURAL CEILING. DEDICATED WORKING SPACE IS A MINIMUM PART 3 -EXECUTION APPROVED EQUAL. OF 30 IN. WIDE OR THE WIDTH OF EQUIPMENT ( WHICHEVER IS LARGER) A G. ACCEPTABLE MANUFACTURERS: GRINNELL, GRUVLOK, VICTAULIC. MINIMUM OF 6 FT.-6 IN. TALL, WITH A DEPTH OF 3FT. TO 9 FT. DEPENDING 3.1 GENERAL 27 PVC SOLID WALL PIPE AND FITTINGS - DWV SYSTEM 1. HANGER INSULATION SHIELDS: ON THE VOLTAGE. A. PROVIDE VALVE TAGS FOR ALL VALVES PROVIDED ON PROJECT. A. PIPE: PVC SCHEDULE 40 SOLID WALL PIPE, IRON PIPE SIZE CONFORMING 1. HANGER INSULATION SHIELDS SHALL BE PROVIDED FOR ALL 3.3 HANGERS, INSERTS AND SUPPORTS B. PROVIDE EQUIPMENT TAGS FOR ALL EQUIPMENT PROVIDED ON PROJECT. TO ASTM D1785 AND ASTM D2665. PIPE SHALL BE MANUFACTURED FROM WATER AND STORM WATER PIPING. HANGERS SHALL ATTACH A. PIPING SHALL NOT BE SUPPORTED BY WIRES, BAND IRON, CHAINS, FROM PVC COMPOUNDS AS IDENTIFIED IN ASTM D1784. BOTH PIPE AND FITTINGS DIRECTLY TO PIPE FOR ALL REMAINING SERVICES. OTHER PIPING, OR BY VERTICAL EXPANSION BOLTS. SUPPORT PIPING C. PROVIDE PIPING IDENTIFICATION WITH DIRECTIONAL FLOW ARROWS FOR SHALL CONFORM TO NATIONAL SANITATION FOUNDATION STANDARD 14. 2. PIPING 2 IN. AND SMALLER: PIPE INSULATED WITH GLASS FIBER WITH INDIVIDUAL HANGERS FROM CONCRETE INSERTS, WOOD ALL PIPING ON PROJECT, MAXIMUM INTERVALS OF 20'-0". FOR PIPING INSULATION SHALL BE PROTECTED AT POINT OF SUPPORT BY A CONSTRUCTION, WELDED SUPPORTS, OR BEAMS CLAMPS OF PROPER INSTALLED THROUGH ROOMS, PROVIDE AT LEAST ONE (1) PIPE LABEL IN B. FITTINGS: TYPE DWV, SOCKET TYPE CONFORMING TO ASTM D2665. SHEET METAL SHIELD. SHIELD SHALL BE #18 GAUGE, GALVANIZED CONFIGURATION AND LOADING DESIGN REQUIREMENTS FOR EACH EACH ROOM, FOR EACH PIPE FUNCTION. FITTINGS SHALL BE MANUFACTURED FROM PVC COMPOUNDS AS STEEL, MINIMUM 120 DEGREE ARC, FORMED TO FIT INSULATION LOCATION; REPLACE IF NOT SUITABLE. FOLLOW MANUFACTURER'S SAFE END OF SECTION IDENTIFIED IN ASTM D184. SOLVENT CEMENT JOINTS SHALL BE MADE UTILIZING ATWO-STEP PROCESS WITH PRIMER MANUFACTURED FOR THICKNESS AND 12 IN. LONG. TAPE SHIELDS TO PIPE INSULATION. LOADING RECOMMENDATIONS. SUSPEND WITH RODS OF SUFFICIENT THERMOPLASTIC PIPING AND SOLVENT CEMENT CONFORMING TO ASTM 3. PIPING 3 IN. AND LARGER: PIPE INSULATED WITH GLASS FIBER LENGTH FOR SWING AND OF SIZE CALLED FOR, USING FOUR (4) NUTS PER ROD. PROVIDE ADDITIONAL STRUCTURAL STEEL MEMBERS, HAVING ONE D2564. INSULATION SHALL BE PROTECTED AT POINT OF SUPPORT BY A COAT RUSTPROOF PAINT, WHERE REQUIRED FOR PROPER SUPPORT. 2.8 SPECIAL FITTINGS SHEET METAL SHIELD AND PIPE SUPPORT INSULATION INSERT(S) PROVIDE OVERSIZED HANGERS WHERE INSULATION/SUPPORTS MUST N PIPE AND HANGER. SHIELD SHALL BE #18 GAUGE BETWEEN E PASS BETWEEN PIPE AND HANGER. PROVIDE CONTINUOUS SUPPORT OR A. CAST IRON TO LEAD PIPE: RED BRASS FERRULES AND WIPED JOINTS. GALVANIZED STEEL, MINIMUM 120 DEGREE ARC, FORMED TO FIT EXTRA SUPPORTS FOR PLASTIC PIPING PER MANUFACTURER'S CAULK FERRULE INTO CAST IRON HUB. INSULATION THICKNESS AND 12 IN. LONG. TAPE SHIELDS TO PIPE REQUIREMENTS. HANGERS, WHEN ATTACHED TO JOISTS, SHALL ONLY BE INSULATION. PROVIDE TEMPORARY BLOCKING TO MAINTAIN PLACED AT THE TOP OR BOTTOM CHORD PANEL POINT. ONLY B. COPPER TO CAST IRON: CAST BRONZE, CAST IRON TO SWEAT ADAPTER. PROPER SPACING FOR INSULATION. CONCENTRIC TYPE HANGERS ARE PERMISSIBLE ON PIPING LARGER THAT C. COPPER TO STEEL PIPING: J. PROVIDE CONTINUOUS SUPPORT FOR UNPIGMENTED POLYPROPYLENE 2-1/2 IN.; "C" TYPES ARE PERMITTED FOR PIPING 2 IN. AND SMALLER ON PIPING. JOISTS. PROVIDE RISER CLAMPS FOR EACH RISER AT EACH FLOOR. USE 1. CAST BRONZE COPPER TO IRON MALE OR FEMALE ADAPTER WITH TRAPEZE HANGERS WHERE A GROUP OF PIPING CAN BE INSTALLED. SHOULDER FOR DRAINAGE PIPING ONLY. 2. DIELECTRIC PIPEFITTINGS. 4 5 6 7 8 9 10 11 12 13 14 15 �1 ARCHITECTS,P.C. AFDD nU � UFC7U RE 0 HUE I-DI � Inn O �� 1nrD L A H H � H." 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK BAR POOL 512 MAIN STREET WEST YARMOUTH, MA 02673 y EN aNEE iN MechnnrcailE ectrical Engineering Consultants Cape ai Dsr si Eochaete i Euffa(c Sytantea 43i STATF GEFT, -SUITE 410 wmxtaazs 5$ 53121 ". -..pi ON C TAui k1 1230 rn,v. :wt�ute Soy. -ant ,H OF M S MI E Su v N0. ,, o �FGISTEP� \e�� 10 k_ IONA�- G DDA PROJECT #21-008 Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn MJC Project Manager BAB P.I.C. MKS SHEET TITLE SPECIFICATIONS SHEET NUMBER Pool Qc 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. IN I L I E E ID IM W 1 2 3 4 5 FIXTURE AND EQUIPMENT CONNECTION SCHEDULE DESIGNATION DESCRIPTION COLD WATER HOT WATER WASTE OR SANITARY VENT REMARKS FS-A FLOOR SINK 4" 2" JR SMITH 3100 8"x8"x6"D RPZ-1 DOM BACKFLOW 3/4 1 WATTS 909 6 I 7 WATER HEATER SCHEDULE NO. SERVICE TYPE KW GALLONS/ TEMP RISE STORAGE ELECTRIC DESIGN MAKE INPUT HOUR DEG F GAL. RECOVERY EWH-1 DOM. WTR. STORAGE 4.5 18 100 19 208/1/60 BRADFORD WHITE LE230LN3-3 L KI J H FI C B A 1 2 3 8 4 5 1 6 1 7 1 8 9 10 11 12 13 1 14 1 15 PLUMBING GENERAL NOTES: A. THESE NOTES ARE APPLICABLE TO THE FULL SET OF CONTRACT DOCUMENTS. B. EXISTING CONDITIONS ARE TAKEN FROM FIELD OBSERVATIONS AND PRIOR CONSTRUCTION DOCUMENTS WHEN AVAILABLE. THE LOCATIONS SHOWN MUST BE CONSIDERED APPROXIMATE. OTHER SUCH WORK MAY EXIST, HOWEVER, LOCATION AND SIZE ARE NOT PRESENTLY KNOWN. IT IS STRONGLY ENCOURAGED TO VISIT SITE PRIOR TO BID TO REVIEW EXISTING CONDITIONS AND CONFIRM SCOPE OF WORK. C. WHEN EXISTING CONSTRUCTION IS DAMAGED DURING WORK BY THIS CONTRACTOR, REPAIR AND/OR REPLACE WITH SIMILAR MATERIALS AS MUCH AS POSSIBLE, SUBJECT TO ARCHITECTS APPROVAL. D. DISPOSE OF ALL DEMOLITION AND/OR OTHER WASTE MATERIALS CAUSED BY WORK OF THIS CONTRACTOR. LEGALLY DISPOSE ALL MATERIALS TO A LOCATION OFF SITE. E. COORDINATE AND SCHEDULE WORK AND SHUTDOWNS WITH THE OWNER AND OTHER TRADES PRIOR TO DEMOLITION. F. ALL EXISTING PIPING TO REMAIN SHALL BE RECONNECTED TO ACTIVE SERVICE PIPING. G. ALL PIPING TO BE REMOVED SHALL BE REMOVED BACK TO ACTIVE PIPING AND CAPPED. VALVE AND CAP ALL WATER PIPING. REMOVE ALL INACTIVE PIPING UNLESS NOTED. H. ALL PIPING TO BE REMOVED AND LOCATED WITHIN A WALL TO REMAIN MAY BE ABANDONED IN PLACE UNLESS NOTED. REMOVE PIPING BACK TO BEHIND THE FINISHED WALL SURFACE AND CAP. I. PATCH HOLES IN EXISTING CONSTRUCTION LEFT BY THE REMOVAL OF PIPING OR EQUIPMENT WITH MATERIALS TO MATCH EXISTING CONSTRUCTION. MAINTAIN FIRE/SMOKE RATING. J. DEMOLITION SHALL INCLUDE, BUT NOT BE LIMITED TO: PIPING, VALVES, FIXTURES, EQUIPMENT, HANGERS, SUPPORTS, AND INSULATION EXCEPT ASBESTOS. K. REMOVE EXISTING CONSTRUCTION IN THE WAY OF NEW WORK. PROTECT BUILDING AND FURNISHINGS FROM DAMAGE. L. WHERE NEW WORK IS TO BE INSTALLED ABOVE AN EXISTING CEILING, PROVIDE FOR THE REMOVAL OF THE CEILING. UPON COMPLETION OF WORK, REPAIR ALL DAMAGED CEILING SURFACES, REPLACE ALL DAMAGED TILES. M. SLEEVE AND SEAL ALL WALL AND FLOOR PENETRATIONS. PROVIDE FIRESTOPPING FOR ALL PENETRATIONS. N. MAINTAIN SERVICE CLEARANCES OF ALL EQUIPMENT. ADVISE OTHER TRADES OF THE REQUIRED SERVICE CLEARANCES. O. PROVIDE FOR THE DRAINING AND REFILLING OF PIPING SYSTEMS, INCLUDING AIR REMOVAL, RESETTING OF FLUSH VALVES, FLUSHING SYSTEMS OF DIRT AND SCALE CAUSED BY SHUTDOWNS AND STARTUPS. P. REFER TO EQUIPMENT/ FIXTURE SCHEDULE FOR FINAL CONNECTION SIZES. Q. PROVIDE CLEANOUTS AT THE BASE OF ALL STORM, SANITARY AND WASTE STACKS. R. PITCH 4" AND LARGER SANITARY AND WASTE PIPING AT 1/8" PER FOOT UNLESS OTHERWISE NOTED. FOR SANITARY AND WASTE PIPING 3" AND SMALLER PITCH AT 1/4" PER FOOT UNLESS OTHERWISE NOTED. S. COORDINATE LOCATION AND ELEVATION OF STORM AND SANITARY LATERALS AND WATER SERVICE WITH THE SITE CONTRACTOR. NO ALLOWANCE WILL BE MADE FOR ADDITIONAL COSTS DUE TO THE CONTRACTORS FAILURE TO COORDINATE TERMINATION POINTS. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR THE FINAL CONNECTION TO THE SITE UTILITIES. T. MINIMUM SIZE OF WASTE PIPING BELOW SLAB SHALL BE 3" EXCEPT PIPING SERVING FLOOR DRAINS SHALL BE 4". MINIMUM SIZE OF VENT PIPING BELOW SLAB SHALL BE 2". U. PITCH 4" AND LARGER STORM PIPING AT 1/4" PER FOOT UNLESS NOTED OTHERWISE. 9 ! 10 PLUMBING SYMBOL LIST SYMBOL DESCRIPTION - - - - - - WORK TO BE REMOVED POINT OF CONNECTION e POINT OF DISCONNECTION NTS NOT TO SCALE (E) EXISTING , (ETR) EXISTING TO REMAIN AFF ABOVE FINISHED FLOOR BFF BELOW FINISHED FLOOR VTR VENT THRU ROOF GC GENERAL CONTRACTOR MC MECHANICAL CONTRACTOR PC PLUMBING CONTRACTOR EC ELECTRICAL CONTRACTOR (E) EXISTING PIPING NEW PIPING LOCATED ABOVE FLOOR/SLAB NEW PIPING LOCATED BELOW FLOOR/SLAB • COLD WATER PIPING (CW) • • HOT WATER PIPING (HW) • • • HOT WATER RECIRCULATING PIPING HWR) 140 • • 140° HOT WATER PIPING (HW) 140 • • -- 140° HOT WATER RECIRCULATING PIPING (HWR) TW TEMPERED HOT WATER PIPING (TW) TWR TEMPERED HOT WATER RETURN PIPING (TWR) W WATER SERVICE - EXTERIOR " DI DEIONIZED WATER PIPING (DI) DIR DEIONIZED WATER RETURN PIPING (DIR) RO REVERSE OSMOSIS WATER PIPING (RO) ROR REVERSE OSMOSIS WATER RETURN PIPING (ROR) SAN SANITARY SEWER PIPING GW GREASE WASTE PIPING (GW) AW ACID WASTE PIPING (AW) IW INDIRECT WASTE PIPING (IW) - -V- - VENT PIPING (V) - -AV- - ACID VENT PIPING (AV) ST STORM WATER SEWER PIPING (ST) ST(S) SECONDARY STORM WATER SEWER PIPING (ST(S) G NATURAL GAS PIPING (G) LPG LP GAS PIPING (LPG) CA COMPRESSED AIR PIPING (CA) FOS FUEL OIL SUCTION PIPING (FOS) FOR FUEL OIL RETURN PIPING (FOR) FOV FUEL OIL VENT PIPING (FOV) 02 OXYGEN PIPING (02) VAC VACUUM PIPING (VAC) MV MEDICAL VACUUM PIPING (MV) WAGD - WASTE ANESTHESIA GAS DISPOSAL PIPING (WAGD) MA MEDICAL AIR PIPING (MA) N20 NITROUS OXIDE PIPING (NO2) N NITROGEN PIPING (N) CO2 CARBON DIOXIDE PIPING (CO2) VE VACUUM EXHAUST (VE) ELBOW DOWN ��-- 45°OFFSET ELBOW UP BOTTOM/TEE CONNECTION TOP TEE CONNECTION �o "P" TRAP 2 PIPE CONTINUATION CAP OR PLUG DECK PLATE CLEANOUT (DPCO) C I WALL PLATE CLEANOUT (WPCO) iI CLEANOUT (CO) 0 FLOOR DRAIN (FD) / FLOOR SINK (FS) ROOF DRAIN WALL HYDRANT (WH) / HOSE BIBB (HB) STRAINER 0 WATER METER CATCH BASIN MANHOLE T SHUT OFF VALVE BALANCING VALVE -i�l- CHECK VALVE 2 SOLENOID VALVE -04- PRESSURE REDUCING VALVE RELIEF VALVE $ SHUT-OFF SWITCH PIPE ANCHOR = PIPE GUIDE UNION BACKFLOW PREVENTER (BFP) ►F SHOWER HEAD 0 SHOCK ABSORBER (SA) �QSI RECIRCULATION PUMP THERMOMETER -z-OO PRESSURE GAUGE TRAP PRIMER (TP) © NATURAL GAS OUTLET VACUUM SLIDE No NITROUS OXIDE OUTLET ❑N NITROGEN OUTLET Do OXYGEN OUTLET 0 MEDICAL AIR OUTLET Qv VACUUM OUTLET warn ANESTHESIA GAS EXHAUST OUTLET �X DRAWING KEYNOTE DEMOLITION/REMOVAL KEYNOTE O KITCHEN EQUIPMENT CALLOUT X x PIPE RISER CALLOUT ARCH ITECTS,P.C. N M Anb NV ECV U RE e HUE FD1 o 0 FD-18 P LAN H � H rr" L 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK BAR POOL 512 MAIN STREET WEST YARMOUTH, MA 02673 K J ENG;NEER,NG MechonicaU£lectricat Engineering Cansultarz�s Lapral LsYric: i F�echacier ' 6i<p°alc I � pre_rtrx 4 3 & A rF STREET SUT' 410 8 533 .. x, E d..- °D1. P iLZiG. ns1.,t�eoy e:�ng._um v,H OF S 2� MI SU I EER Na, 0,54230 4 y &G/STE o� '�S/ONA�- .31111Z L H DDA PROJECT #21-008 G Stamp F SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 E D G Drawn MJC Project Manager BAB P.I.C. MKS SHEET TITLE NOTES, SCHEDULES, LEGEND B - SHEET NUMBER POGO A 12 13 14 15 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. 1 2 3 4 5 6 7 8 9 10 11 12 13 1 14 1 15 FINISH PLAN GENERAL NOTES SPACE NUMBER SPACE NAME FLOOR MAT'L. FLOOR FIN, NORTH BASE MAT'L. NORTH BASE FIN. NORTH BASE HT. NORTH WALL MAT'L. NORTH HALL FIN. EAST BASE MAT'L. EAST BASE FIN. EAST BASE HT. EAST AALL MAT'L. EAST WALL FIN. SOUTH BASE MAT'L. SOUTH BASE FIN. SOUTH BASE HT. SOUTH WALL MAT'L. SOUTH WALL FIN. REST BASE MAT'L. REST BASE FIN. WEST BASE HT. WEST WALL MAT'L WEST WALL FIN. CEILING MAT'L CEILING FIN. CEILING HT. *REMARKS 1. ALL MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION REQUIREMENTS. REPAIRS OR REPLACEMENT OF ANY AND ALL COMPONENTS OF THE SYSTEM DUE TO DEFICIENCY IN, OR FAILURE OF, THE SYSTEM DUE TO DEVIATION FROM THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, INCLUDING SURFACE PREPARATION, SHALL BE THE W, RWAa fi N 101 BAR POOL RF RF1 RFB RF51 6" F6AB FRP1 RFB RFB1 6" FGAB FRP1 RF51 RFB1 6" FGAB FRP1 RFB RFB1 6" F6AB FRP1 FG5 P3 q'-11" SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL NOT BE GROUNDS FOR A CHANGE ORDER. i T I i 2. THE CONTRACTOR SHALL PROVIDE ALL SYSTEM COMPONENTS, MATERIALS, AND ACCESSORIES PER ARCH IT E C T S . P.C. THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THESE ARCHITECTURAL DRAWIN65 TO MAKE THE SYSTEM WHOLE AND COMPLETE. 3. SCRAPE, CLEAN, AND REPAIR FLOOR SUBSTRATE. PREPARE SUBSTRATE TO BE SMOOTH AND LEVEL AFD1rr-11HffFC�U M PRIOR TO INSTALLATION OF FLOORING FINISHES. ■ M 4. PATCH AND REPAIR FLOOR AREAS AS REQUIRED TO PROVIDE SMOOTH SURFACE FOR NEW FLOOR nD (� FINISHES. u nwl 5. PRIOR TO FLOORING INSTALLATION, 6C TO CONDUCT CONCRETE SLAB M015TURE TESTING IN ACCORDANCE TO ASTM F2170 AND PROVIDE MOISTURE SEALER ON NEW CONCRETE A5 RECOMMENDED BY FLOORING MANUFACTURER. lu`J 0 I`Jnv�Jl ILJ(�\�IJI Iljnv�Jl 6. ALL THRESHOLDS SHALL HAVE A HEIGHT OF 1/2" MAX. ABOVE EXISTING CONCRETE SLAB AND/OR INTERIOR FINISHES. I. COORDINATE FLOORING TRAN5ITION5 AND BASE INSTALLATION WITH CASEWORK SHOP DRAWIN65 307 Washington AvenueL AND FIELD CONDITIONS. Albany, New York 12206 USA 5. REFER TO FIN15H KEY FOR ALL NOTED MATERIAL TYPES AND FOR PRODUCT, MANUFACTURER, MODEL, http://www.DDArch.com COLOR, AND FIN15H INFORMATION. T: 518.463.8066 F: 518.463.8610 q. COORDINATE FLOOR FIN15H MATERIALS WITH MEP AND WITH F5E PRAAINC75 FOR FLOOR DRAINS, CAPE COD INFLATABLE FLOOR SINKS, AND OTHER MECHANICAL OPENINGS. PARK K BAR POOL H 518 Main St West Yarmouth, MA 02673 A FINISH SCHEDULE N.T.S. H H DDA PROJECT #21-008 G G FINISH KEY PAINT P1 MANUFACTURER: 5HERAIN WILLIAMS P3 MANUFACTURER: 5HERAIN AILLIAM5 1GT. DTM ACRYLIC PRIMER/FIN15H 2GT5. EMERALD 100016 ACRYLIC LATEX 2GT5. PRO INDUSTRIAL ACRYLIC COLOR: WHITE COLOR: WHITE LOCATION: TRIM AND SOFFIT �R LOCATION: HOLLOW METAL FRAME No F MANUFACTURER: 5HERAIN AILLIAM5 MANUFACTURER: 5HERAIN AILLIAM5 Y P2 16T. DTM ACRYLIC PRIMER/FIN15H f 26T5. EMERALD 100016 ACRYLIC LATEX J 2GT5. PRO INDUSTRIAL ACRYLIC COLOR: MATCH EXISTING SHINGLE SIDING C�OFMl�P� GOLOR: BLAGK LOCATION SHINGLE SIDING LOCATION: GATE Stamp SYMB ISSUED FOR DATE SOLID SURFACE MATERIAL CONSTRUCTION DOCUMENTS 3/01 /22 551 MANUFACTURER: LG HIMAGS GOLOR:TBD E N OT E SANITARY WALL PANELS FRP1 MANUFACTURER / PRODUCT: MARLITE / STANDARD (PEBBLED SURFACE) D DOLOR: P100 WHITE USENOTES: PROVIDE WHITE PVG TRIM FOR INSIDE CORNERS, OUTSIDE CORNERS B EDGES. LOCATION: BELOW COUNTER LOA AALLS FLOORING AND WALL BASE RF1 MANUFACTURER / PRODUCT: STONHARD / 5TON5HIELD HRI COLOR: FLAGSTONE LOCATION: BAR SERVICE AREA RF 11 MANUFACTURER / PRODUCT: STONHARD / 5TON5HEILF HRI COLOR: FLAGSTONE LOCATION: BAR 5ERVIGE AREA CEILING rCS-11 MANUFACTURER / PRODUCT: JAMES HARDIE / 4X8 HARPIE50FFIT SMOOTH G COLOR: WHITE. LOCATION: BAR SERVICE AREA END GUARD EG END GUARD. BRUSHED STAINLE55 STEEL Drawn Project Manager P.I.C. ABBREVIATIONS z R V R DWD ACT: ACOUSTIC GEILIN6 SYSTEM 6A6: GYPSUM WALLBOARD H ALUM: ALUMINUM P: PAINT SHEET TITLE B GONG: CONCRETE RF: RESINOUS FLOORING FRP: FIBERGLA55 REINFORCED PANEL RFB: INTEGRAL RESINOUS FLOOR BASE FG5: FIBER CEMENT SHEET 55: SOLID SURFACING FINISH SCHEDULE AND FINISH KEY A SHEET NUMBER A A601 IL 1 ? 4 R 7 R Q I 1.1 1? 1 14 1 Q 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. 1 12 1 3 1 4 5 6 1 7 11 8 1 9 10 11 12 13 1 14 1 15 ARCHITECTURAL ASPHALT SHINGLES ON SYNTHETIC ROOF UNDERLAYMENT N WOOD ROOF TRUSS 5/8" GDX PLYWOOD ROOF SHEATHING T/Plate _ 10' - 0" — — T/Plate 101-01, WOOD ROOF TRU55 NOT M 4X8 HARDIESOFFIT ALL 5IDE5 P3 SMOOTH PANELS WITH BATTEN STRIPS P3 USED 1 x 3 FURRING @16" O.G. WHITE ALUMINUM 1/4" SMOOTH FIBER CEMENT DRIP EDGE SOFFIT PANEL, PAINT WHITE 2X4 LE12GER 1X FIBER CEMENT TRIM, 1/2" PLYWOOD SHEATHING PAINT WHITE ALL SIDES p3 GORNELL IRON 5/4X FRIEZE BOARD, 1X FIBER CEMENT WORK5 E5G10 L1 PAINT WHITE FASCIA, PAINT WHITE COILING DOOR - SYSTEM A201 1X FIBER CEMENT TRIM ALL 51DE SEALANT EXCEPT EXTERIOR 51PE �' COLUMN BEYOND 2X SUBFASGIA (2) 2X6 WOOD STUDS 1 1I2" 2X4 SOFFIT 2'- 6" BLOCKING AT 24" 1/4" ACRYLIC WINDOW 6LAZIN6 1/2" X 3/4" WINDOW STOP O.G. MAX SURFACE 5/4X FIBER CEMENT TRIM $ = COUNTER (551) (3) 2X4 WOOD STUDS 1/2" PLYWOOD SHEATHING PLYWOOD SUBSTRATE a : PLYWOOD SUBSTRATE 1X FIBER CEMENT TRIM ALL 51DE BOTTOM OF TRIM AT T-o" FABRICATED PER SOLID a FABRICATED PER SOLID SURFACE EXCEPT EXTERIOR 51DE 13/4" A.F.F. TYP. F5 SURFACE MANUFACTURER'S ° °Q -°" MANUFACTURER'5 INSTRUCTIONS A202 INSTRUCTIONS_$ W L „ COUNTERTOP SUPPORT " . a" 2' - 9" J9 EAVE DETAIL " — — — — — BRACKET. THE ORIGINAL GRANITE BRACKET I" 4" '" 1 1/2" = 11-011 AlIA202 1LL ° 1X3 FURRING SPACED 16" O.G. 21 _ 6 o Jg o FIBER REINFORCED EQ EQ A202 • Q. �°° a " < PANEL (FRP1) GOUNDTERR(551)E SWL _ I _ _ 8" CONCRETE WALL BY 5!8" FIBER GLASS MAT PAGED 21 - 9tt I ° I OTHERS °"�": '° GYPSUM WALL BOARD PLYWOOD SUBSTRATE _ PLYWOOD SUBSTRATE d FABRICATED PER 50LID FABRICATED PER 50LIP SURFACE MANUFACTURER'S SURFACE MANUFACTURER'S. 1 ' p I ;4 " a° INSTRUCTIONS p3 INSTRUCTIONS H ; COUNTERTOP SUPPORT 5/4X FIBER CEMENT TRIM °d I ° BRACKET. THE ORIGINAL — — — — T_/Plate ° GRANITE BRACKET 1/2 PLYWOOD 1 O' - O" a` d - 5HEATING ° I °• RESINOUS INTEGRAL FLOOR o (2) 2X6 STUD BLOCKING FRP1 E LFIBER CEMENT SHINGLE BASE (RF51) FIBER REINFORCED RESINOUS FLOORING (RF1) PANEL (FRP1) I SIDING ON WATER- . T/Deck - RESISTIVE BARRIER - 5" I 5/8" FIBER GLASS MAT FACED LAP EXP05URE T/Deck (ELEV 98.5') GYPSUM WALL BOARD I p4 P3 ALL SIDES P3 5 a 01 — 0111 ELEV 9$.5' _ ° - 2X6 P.T. BOTTOM PLATES ad 01 — Olt ° d I - d " RESINOUS INTEGRAL FLOOR a ° a BASE (RFB1) i _ RESINOUS FLOORING (RF1) T/Deck FF I _ _ FF -0' - 911 ° s , ° P -of - 911 5/4X FIBER CEMENT TRIM d -' . ° qa .Q - - .. a - d ELEV o98^ 0' P3 ALL 5IDE5 lift ° •° - d d F1 WALL SECTION - POOL SIDE F5 COUNTER DETAIL F9 COUNTER DETAIL - ADA 1" = 1'-011 Al /A202 1 1/2" = 1'-0" F1 /A202 1 1/2" = 1'-0" A7/A101 E P3 ALL 5IDE5 Aq A202 Y. A5 2'-6 A2o2 Al 50LID SURFACE COUNTER (551) A202 1- 6 ASPHALT 5HIN6LE5 WOOD ROOF TRUSS. WOOD ROOF TRUSS. REFER TO PENNANT FLAG ON METALLIC FLAG POLE. _ REFER TO STRUCTURAL DRAWING5 PROVIDE FLANGE ROOF BOOT AT PENETRATION I O D STRUCTURAL THROUGH ROOF PLYWOOD SUBSTRATE o DRAWIN65 1'_01, FABRICATED PER 50LID I PLYWOOD SUBSTRATE I P3 _ I 3 3/8" SURFACE MANUFACTURER'S p3 FABRICATED PER SOLID o r-_ 4" 4t. INSTRUCTIONS -T//Pl—ate _ T/Plate SURFACE 5 RU TIONSUFAGTURER'S I r � 1U- 0 I 10 _ O V COUNTERTOP SUPPORT I I IF BRACKET. THE ORIGINAL 5/4X FIBER CEMENT TRIM GRANITE BRACKET I I P4 I (2) 2X6 STUD BLOCKING 1/2" PLYWOOD SHEATHING 2'-3" X 5'-0" HANGING 2'-3" X 5'-0" HANGING F1 SHELF 1 1/4" THICK SHELF 1 1/4" THICK FIBER REINFORCED I FIBER CEMENT SHINGLE SUPPORTED BY 1 1/2" SUPPORTED BY 1 1/2" I A13 PANEL(FRP1) SIDING ON WATER- I FRP1 A202 DIA. RODS DIA. RODS A202 P4 RESISTIVE BARRIER - 5" W WL LAP EXPOSURE m P3 I T/Deck 2� _ gt� — — I — — — — — — — — — — — — — 2 _ 9tt 5/5" FIBER GLASS MAT FACED I I(ELEV 98.51 GYPSUM WALL BOARD CONTINUOUS WOOD I I O' O" T/Deck I I I I T/Deck BLOCKING FOR FOOT RAIL RFB1 rl (ELEV 98.5') I I — I ELEV 98.5_ __�� �1 2X6 P.T. BOTTOM PLATES BRACKET - v �I P3 �G F F F F BARFOOT �� OD BRUSHED RK5 # ° ° ° a ° n s RESINOUS INTEGRAL ° ° ° ° -01-911 FLOOR BASE (RFB1) STAINLESS STEEL TUBING WITH WALL MOUNTED FIRE RESINOUS FLOORING (RF1) #N5g12-2 RAIL BRACKET EXTINGUISHER T/Deck - ELEV 98.5') of _ ff 5/4 X FIBER CEMENT TRIM Pm Al BUILDING SECTION A5 BUILDING SECTION A9 COUNTER DETAIL A13 SECTION - DECK SIDE 1/4" = 1'-011 A7/Al01 1/411 = 1'-01' A7/A101 1 1/211 = 1'-01' AlIA202 1" = 1'-011 A5/A202 ARCHI?ECTS,P.C. M-M-')H�UECUUDD F O Fo--I � 0 FD-1 1-1�' p�AE�E� 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 CAPE COD INFLATABLE PARK BAR POOL 518 Main St West Yarmouth, MA 02673 DDA PROJECT #21-008 o � 0 � ,} N.Y. Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01 /22 Drawn JZ Project Manager RMR P.I.C. DVVD SHEET TITLE BUILDING SECTIONS AND EXTERIOR WALL SECTIONS SHEET NUMBER A202 N M L K J H G F E D C B A 1 ? 4 7 1n 11 1? 1.� 14 15 Q 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. 73 x N t11 N z 73 E > U N t� U Q c� g Q i N Ln O N Ln 1. REFER TO RAMAKER* ASSOCIATES POOL CONSTRUCTION DRAWINGS AND PROJECT SHOP DRAWINGS FOR PUMP, PIPING, 1. ALL CONCRETE SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI CONCRETE AND REINFORCING REQUIREMENTS. 3 18), THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS (ACI 301) AND LOCAL BUILDING CODES, ALL CONCRETE WORK SHALL BE AS SPECIFIED AND RECOMMENDED BY ACI FIELD REFERENCE MANUAL 2. ALL DIMENSIONS OTHER THAN PURELY STRUCTURAL DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE 5P-1 5. SPECIAL COLD WEATHER (ACI 30G) OR HOT WEATHER (ACI 305) CONCRETING PRACTICES SHALL BE FIELD COORDINATED BY THE CONTRACTOR WITH RAMAKER * ASSOCIATES. ANY INCONS15TENCIE5 SHALL BE REPORTED TO UTILIZED WHENEVER APPROPRIATE. ALL 5HOTCRETE SHALL ALSO CONFORM TO THE REQUIREMENTS OF ACI RAMAKER * ASSOCIATES BEFORE PROCEEDING WITH THE WORK. 50GR-05 GUIDE TO 5HOTCRETE. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD. NOTIFY RAMAKER * ASSOCIATES IMMEDIATELY, IN WRITING, OF ANY FIELD CONDITION UNCOVERED DURING CONSTRUCTION THAT 15 NOT CON515TENT WITH THE PLANS. 4. THE CONTRACTOR SHALL REVIEW AND APPROVE ALL SHOP DRAWING SUBMITTALS OF SUB CONTRACTORS AND SUPPLIERS PRIOR TO SUBMITTAL TO RAMAKER * ASSOCIATES FOR REVIEW, SHOP DRAWINGS NOT BEARING THE CONTRACTOR'S APPROVAL STAMP WILL NOT BE REVIEWED AND WILL BE RETURNED NOT APPROVED. SHOP DRAWING SUBMITTAL 15 REQUIRED FOR, BUT NOT LIMITED TO, REINFORCING STEEL LAYOUT AND STRUCTURAL STEEL FOR SLIDES AND POOL BASIN, POOL RECIRCULATION EQUIPMENT AND POOL DECK EQUIPMENT. 5. UNLESS OTHERWISE NOTED, DETAILS SHOWN ON ANY DRAWING ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. G. UNLESS OTHERWISE NOTED ALL FOOTINGS, PILES, CAISSONS AND PIERS SHALL BE CENTERED UNDER SUPPORTED MEMBERS. 7. WHEREVER SLEEVES ARE INSERTED IN CONCRETE SLABS, BEAMS OR WALLS, THEY SHALL CON515T OF PVC PIPE. 8. THE ENGINEER WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES OF PROCEDURES OR CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND PROGRAMS INCIDENT THERETO, AND THE ENGINEER WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO PERFORM THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 9. POOL CONFIGURATION SHALL MEET PUBLISHED STANDARDS OF MASSACHUSETTS DEPARTMENT OF PUBLIC HEALTH DEPARTMENT OF PUBLIC HEALTH AND THE NATIONAL SPA * POOL INSTITUTE. 10. POOL CONTRACTOR SHALL PROVIDE OWNER WITH OPERATING MANUAL FOR FILTRATION EQUIPMENT, THESE MANUALS SHALL BE OF A PERMANENT NATURE AND INCLUDE ALL DRAWINGS, ILLUSTRATIONS, OPERATING PROCEDURES, CHARTS, PARTS LIST, AND DATA LISTS. MANUALS SHALL BE EA51LY READ AND UNDERSTOOD. THEY SHALL BE SECURELY ATTACHED TO FILTER SHELL. DATA LI5T SHALL CONTAIN THE FOLLOWING INFORMATION: A. FILTER MANUFACTURER'S MODEL NUMBER B. FILTER SERIAL NUMBER C. EFFECTIVE FILTER AREA IN SQUARE FEET D. DESIGN FLOW RATE IN GALLONS PER MINUTE E. MAXIMUM WORKING PRESSURE F. MANUFACTURED DATE 1 1. WHERE AIR RELEASES ARE INSTALLED ON FILTER(5), THE FOLLOWING STATEMENT SHALL BE PLACED WITHIN THE AREA OF THE AIR RELEASE 50 AS TO BE CLEARLY VISIBLE: "WARNING. DO NOT START UP THE SYSTEM AFTER MAINTENANCE WITHOUT FIRST OPENING THE AIR RELEASE AND PROPERLY ASSEMBLING THE FILTER AND SEPARATION TANK." 12. POOL CONTRACTOR TO PROVIDE OWNER WITH INSTRUCTIONS ON POOL DRAINAGE AND WINTERIZING IF REQUIRED. INSTRUCTIONS SHALL INCLUDE DRAWINGS SHOWING PIPE AND VALVE LOCATIONS AS TAGGED BY THE POOL CONTRACTOR, ALL VALVES SHALL BE TAGGED WITH PIPE FLOW DIRECTIONS INDICATED. 13. ALL METAL COMPONENTS ASSOCIATED WITH THE POOL AREA (INCLUDING PUMPS) SHALL BE ELECTRICALLY BONDED AND GROUNDED IN ACCORDANCE WITH NATIONAL, STATE AND LOCAL CODES. 14. ALL POOL HEATERS TO BE INSTALLED IN ACCORDANCE WITH STATE AND LOCAL CODES. 15, 5UB-501L UNDER POOL SHALL HAVE A MINIMUM BEARING STRENGTH OF 3000 P5F. GENERAL CONTRACTOR SHALL VERIFY 501L CONDITIONS. I G. PLANS ARE FOR POOLS ONLY. BUILDING, VENTILATION, ELECTRICAL, PLUMBING AND GAS PIPING ARE NOT PART OF THIS PLAN. 17. POOL DESIGNER ASSUMES NO RESPONSIBILITY FOR STRUCTURES AND EQUIPMENT MANUFACTURED BY OTHERS. DESIGNER SHALL NOT TAKE RESPONSIBILITY FOR OPERATION AND MANAGEMENT OF POOL FACILITIES. 15. THE POOL CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE INSTALLATION OF THE THE SYSTEMS INCLUDED IN THESE DOCUMENTS. UNLESS NOTED OTHERWISE, THE CONTRACTOR SHALL PROVIDE ALL COMPONENTS NECESSARY FOR A COMPLETE INSTALLATION, 19. ALL EXPOSED PIPING AND VALVES TO BE CLEARLY LABELED TO INDICATE FUNCTION AND FLOW DIRECTION. 20. CONTRACTORS SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES, DETAILS, AND COSTS FOR A COMPLETE INSTALLATION RESULTING FROM SUBSTITUTION OF COMPONENTS. 2 1. IF APPLICABLE, OPTIONS ARE FOR THE CONTRACTORS CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES RESULTING FROM CHOOSING AN OPTION AND SHALL COORDINATE ALL DETAILS. THE COST OF ADDITIONAL DESIGN SERVICES OR MATERIAL C05T NECESSITATED BY SELECTION OF AN OPTION SHALL BE BORNE BY THE CONTRACTOR. 22. POOL CONTRACTOR SHALL PRESSURE TEST ALL PIPING PRIOR TO BACKFILLING AND IMMEDIATELY PRIOR TO POURING OF THE DECK. 23. WATER SERVICE 15 PROVIDED BY THE TOWN OF WEST YARMOUTH. 24. THE POOL OWNER SHALL PROVIDE THE FOLLOWING ITEMS IN THE IMMEDIATE VICINITY OF THE POOL: A. EMERGENCY TELEPHONE AND EMERGENCY CONTACT LIST. B. DRINKING FOUNTAIN C, H05E BIB WITH VACUUM BREAK. 25. THE POOL OWNER SHALL ENSURE THE RE5TROOM AND DRESSING FACILITIES, INCLUDING THE TOILETS, SHOWERS, LOCKERS, AND FURNITURE ARE IN GOOD CONDITION AND SANITARY. THE OWNER SHALL AL50 ENSURE SOAP IN PERMANENTLY INSTALLED D15PEN5EK5 15 CONTINUALLY AVAILABLE AT EACH SINK AND SHOWER, INDIVIDUAL TOWELS IN DISPENSERS OR HOT AIR DRYERS AT EACH SINK, AND TOILET TISSUE IN PERMANENTLY INSTALLED D15PEN51NG DEVICES. 2G. FOR EACH 2O00 SQUARE FEET OF WATER SURFACE AREA OR FRACTION THEREOF, THE POOL OWNER SHALL PROVIDE AND INSTALL THE FOLLOWING ITEMS IN THE IMMEDIATE VICINITY OF THE POOL. A. RING BUOY AND 4" POLYETHELENE ROPE, 1-1 /2 TIMES THE WIDTH OF THE POOL, U.S. COAST GUARD APPROVED B. RESCUE TUBE I. SPINE BOARD (ONLY AT POOLS REQUIRING LIFEGUARDS) J. RESCUE HOOK K. 24 UNIT STANDARD FIRST AID KIT INCLUDING TWO BLANKETS L. SPINE BOARD (ONLY AT POOLS REQUIRING LIFEGUARDS) M. ANY OTHER SAFETY EQUIPMENT REQUIRED BY STATE AND LOCAL CODES 27. THE POOLS HAVE BEEN DESIGNED TO WITHSTAND ALL ANTICIPATED HYDRAULIC STRUCTURAL LOADING FOR BOTH FULL AND EMPTY CONDITIONS. 28. THE POOLS SHALL BE CONSTRUCTED OF MATERIALS THAT PROVIDE A RIGID WATERTIGHT SHELL WITH A SMOOTH IMPERVIOUS FINISH THAT 15 NON -TOXIC AND EA51LY CLEANED. THE FLOOR IN THE SHALLOW AREA (5 FEET OR LESS) SHALL HAVE A SLIP RESISTANT FINISH. 29. ALL POOL INTERIORS SHALL BE LIGHT IN COLOR HAVING A VALUE OF G.5 OR GREATER ON THE MUN5ELL COLOR ORDER SYSTEM IF NOT OTHERWISE SPECIFIED BY LOCAL CODE. ALL COLORS, PATTERN OR DEMARCATION LINES MAY NOT NEGATIVELY IMPACT THE OBSERVER'S VISUALIZATION OF BATHERS. ALL DEMARCATION LINES SHALL BE OF CONTRASTING COLOR TO THE POOL INTERIOR. 30. POOL FACILITY MUST COMPLY WITH THE NATIONAL ELECTRIC CODE. 3 1. POOL CONTRACTOR TO PROVIDE ENGINEER WITH RECORD DRAWINGS SHOWING AS -BUILT LOCATION OF PIPING. 32. THESE PLANS HAVE BEEN DEVELOPED WITH THE INTENT TO MEET THE 20 10 ADA STANDARDS FOR ACCESSIBLE DESIGN. THE ENGINEER OF RECORD SIGNING THESE DRAWINGS 15 RESPONSIBLE FOR DESIGNING THE POOLS TO BE ADA ACCE5515LF FROM THE POOL DECK. THE OWNER/ARCHITECT SHALL BE RESPONSIBLE FOR ENSURING THE REMAINING ELEMENTS OF THE PROJECT MEET THE 2010 ADA STANDARDS FOR ACCESSIBLE DE51GN (OR LOCAL JURISDICTION ADAPTATIONS, IF APPLICABLE), SUCH AS ACCESS ROUTES, DRINKING FOUNTAINS, RE5TROOM FACILITIES, BUILDING TRAVEL, DOOR ACCESS, 51GNAGE, ETC. IF J55UE5 RELATED TO ADA ACCESS ARE DISCOVERED, PLEASE NOTIFY THE ENGINEER OF RECORD IMMEDIATELY. 2. 5HOTCRETE SHALL HAVE A MAXIMUM 3/5" STONE AGGREGATE AND CAST IN PLACE CONCRETE SHALL HAVE A MAXIMUM I" STONE AGGREGATE. EACH SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 P51 AT 28 DAYS. PROVIDE 5% +/- I % AIR -ENTRAINMENT FOR ALL EXTERIOR CONCRETE. 3. ALL REINFORCING BAR5 SHALL BE DEFORMED BARS CONFORMING TO REQUIREMENTS OF A5TM SPECIFICATION AG 15, GRADE GO UNLESS OTHERWISE NOTED. 4. REINFORCING SHALL BE SECURELY TIED IN ITS PROPER PLACE BEFORE AND DURING POURING OPERATIONS U51NG APPROVED CHAIRS AND SPACERS AS REQUIRED. 5. THE CONCRETE CONTRACTOR SHALL INSTALL OR GIVE OTHER TRADES AMPLE OPPORTUNITY TO INSTALL ALL ANCHORS, BOLTS, PLATES, NAILS, SLOTS, CHASES PIPE SLEEVES ETC., AS REQUIRED BY THESE TRADES. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE SETTING SCREEDS AND FORMS. G. PROVIDE CLEARANCES FROM FACES OF CONCRETE TO REINFORCEMENT AS FOLLOWS UNLESS OTHERWISE SPECIFIED: SLABS ON FILL...... 3" BEAMS .. ....... .... I %2 FOOTINGS ............. 3" WALLS.................2" EXTERIOR FACE, 2" INTERIOR FACE PIERS...................2" EXTERIOR FACE DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE INSTALLATION OF EMBEDDED ITEMS UNLESS APPROVED BY THE ENGINEER. COORDINATE INSTALLATION OF SLEEVES, PIPES AND CONDUIT WITH THE PLACING OF REINFORCING STEEL TO ENSURE THAT IT DOES NOT NEED TO BE CUT OR DISPLACED. 7. ALL HORIZONTAL SURFACES INTENDED FOR FOOT TRAFFIC SHALL RECEIVE A NON -SLIP AND IMPERVIOUS LIGHT -BROOM FINISH. STAMPED CONCRETE OR ANY OTHER SURFACES THAT RETAIN WATER ARE NOT ALLOWED. 8. CONCRETE SURFACES EXPOSED TO VIEW SHALL BE SOUND AND DENSE. PULL TIE RODS TO THE FULL LENGTH OF CONES. WHERE PATCHING OF HONEYCOMBS AND VOIDS 15 REQUIRED, IT SHALL BE DONE A5 SOON AS POSSIBLE AFTER THE REMOVAL OF THE FORMS. REPAIR AND PLUG TIE HOLES AND HONEYCOMBS WITH NON-5HRINK CEMENT BASED PRODUCTS ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 9. ALL LAPS SHALL BE "B" SPLICES UNLESS NOTES OTHERWISE ON THE DRAWINGS OR UNLESS SPECIAL CARE 15 TAKEN FOR THE REINFORCING TO BE DETAILED AND PLACED TO PROVIDE STAGGERED LAPS. SPECIAL PLACEMENT AND SPLICING OF REINFORCEMENT USED IN SHOTCRETE APPLICATIONS SHALL CONFORM TO THE REQUIREMENTS OF IBC-2000 SECTION 19 13.4. 10. ALL CONCRETE SHALL BE CURED FOR A MINIMUM OF SEVEN DAYS. ANY UNFINISHED 5HOTCRETE WORK SHALL NOT BE ALLOWED TO STAND FOR MORE THAN 30 MINUTES UNLESS EDGES ARE SLOPED TO A THIN EDGE, UNLESS DETAILED OTHERWISE. PRIOR TO PLACING ADDITIONAL MATERIAL ADJACENT TO PREVIOUSLY APPLIED WORK, ALL EDGES SHALL BE CLEANED AND WETTED. 1 1. ALL CONCRETE REINFORCING WITHIN THE POOL AREA TO BE BONDED AND GROUNDED ELECTRICALLY IN ACCORDANCE WITH NATIONAL, STATE, AND LOCAL CODES, BY THE ELECTRICAL CONTRACTOR. 12, CALCIUM CHLORIDE AND OR ADMIXTURES CONTAINING CHLORIDE SHALL NOT BE USED. 13. REFER TO THE FOLLOWING TABLE FOR REINFORCING BAR DEVELOPMENT AND SPLICE LENGTHS: Reinforcing Bar Development and Splice Lengths for f'c = 4000 psi and fy= 60 ksi Tension Devela went Class "B" Splice Std. 90 de . Hook compression Bars Bar Size Tap Bar Other Bar Tap Bar h Other Bare WmEmbed Leo Length _zn Develop.Splice Ldt Ldo Lbt Lbo Ldh Lh Ldc in. in. in. in. In. in. in. in. #3 12 12 16 16 6 I 6 8 12 #4 15 12 19 16 7 8 9 15 #5 18 14 24 18 8 10 12 19 #6 22 17 29 22 10 12 14 23 #7 32 25 42 32 12 #8 37 28 48 37 13 16 19 30 #9 46 35 60 46 15 1 19 21 34 ._._. _ .. ..............-.... .....,.. µ #10 __...... ._.__..P..� .. __.., ....... . 57 44 ..... _ .. __.._:.A.... Y mow.-.... _.._ ,.;..s.-.. 74 57 �.w.., a<�._.M.a....... ...,......._.. ,. .K_, 17 22 ._.<.. �._.....-.. 24 38 #11 . __. _ . _ ......._. 68 52 ._ _.__. __. _ _ -- _..._ _ _ _ .. _..__. _. _.._w_. r_ .__ _ _ .. __. _.... _ ._a .._._ ....__ __ . wz._....._ _.... #14 m_ 93 72 _ _ _ _. . _._. _._ --- --- 32 31 _. 32 --- #18 151 116 -__ --- 43 i 41 43 --- NOTES: 1. STRAIGHT DEVELOPMENT AND CLA55 "B" SPLICE LENGTHS SHOWN IN ABOVE TABLE ARE BASED ON UNCOATED BARS ASSUMING CENTER -TO -CENTER BAR SPACING = 12" WITHOUT TIES OR STIRRUPS AND BAR CLEAR COVER = 2", NORMAL WEIGHT CONCRETE WITH NO TRANSVERSE REINFORCING ARE BOTH ASSUMED. NO EXCESS REINFORCING 15 ASSUMED. 2. STANDARD 90 DEGREE HOOK EMBEDMENT LENGTHS ARE BASED ON BAR SIDE COVER = 2.5" AND BAR END COVER = 2" WITHOUT TIES AROUND HOOK. 3. TABLE DOES NOT REFLECT SPECIAL SEISMIC CONSIDERATIONS FROM ACI 3 1 8-05, CHAPTER 2 1, LIFEGUARD STAFFING: THE DEVELOPMENT AND IMPLEMENTATION OF A LIFEGUARD STAFFING PLAN 15 THE RESPONSIBILITY OF THE OWNER. IT 15 RECOMMENDED THAT THE OWNER REVIEW THE LIFEGUARD STAFFING REQUIREMENTS WITH A CONSULTANT SPECIALIZING IN POOL SAFETY OR THE AMERICAN RED CROSS. OWNER 15 RESPONSIBLE FOR OBTAINING APPROVAL OF THE LIFEGUARD STAFFING PLAN FROM THE STATE OF MASSACHUSETTS DEPARTMENT OF PUBLIC HEALTH AND/OR COMMERCE. 51GNAGE REQUIRED FOR POOLS: THE POOL OWNER 15 TO PROVIDE POOL AND/OR SPA 51GNAGE MEETING THE REQUIREMENTS OF THE STATE OF MASSACHUSETTS DEPARTMENT OF PUBLIC HEALTH AND THE REQUIREMENTS OF THE FEATURES MANUFACTURER. THE OPERATOR SHALL ENSURE THE POOL USE RULES GOVERNING SAFETY AND SANITATION ARE P05TED AND ENFORCE THESE RULES. THE POOL/SPA RULES AND REGULATION SIGNAGE SHOULD BE EA51LY READABLE AND POSTED IN A CONSPICUOUS PLACE IN THE POOL/5PA AREAS AND RE5TROOM5. LETTERING MUST BE CLEAR, LEGIBLE, AND AT LEAST ONE INCH HIGH UNLESS OTHERWISE NOTED. 1) NO PERSON HAVING A COMMUNICABLE DISEASE SHALL BE EMPLOYED OR WORK AT A SWIMMING, WADING, OR SPECIAL PURPOSE POOL 2) THE FOLLOWING REGULATION SHALL BE ENFORCED BY THE OPERATOR: A. NO BATHER SHALL ENTER THE POOL UNLESS A CLEANSING SHOWER 15 TAKEN FIRST. B. NO BATHER SHALL WEAR A BATHING SUIT THAT 15 UNCLEAN C. NO PERSON SUFFERING FROM A FEVER, COUGH, COLD, INFLAMMATION OF THE EYES, NASAL OR EAR DISCHARGES, OR ANY COMMUNICABLE DISEASE SHALL BE ALLOWED THE USE OF THE POOL. D. NO PERSON WITH SORES OR OTHER EVIDENCE OF SKIN DISEASE, OR WHO 15 WEARING A BANDAGE OR MEDICAL COVERING OF ANY KIND, SHALL BE ALLOWED THE USE OF THE POOL. E. NO PERSON SHALL SPIT IN OR IN ANY OTHER WAY CONTAMINATE THE POOL, OR ITS FLOORS, WALKWAYS, AISLES, OR DRESSING ROOMS. F. NO GLASS, WITH THE EXCEPTION OF SHATTERPROOF LIGHT SHIELDS, SHALL BE PERMITTED IN THE POOL OR ON THE WALKWAYS WITHIN EIGHT FEET OF THE POOL. G. NO PERSON SHALL BRING OR THROW INTO THE POOL ANY OBJECT THAT MAY IN ANY WAY CARRY CONTAMINATION OR ENDANGER THE 5AFETY OF BATHERS. 3) THE OPERATOR SHALL CAUSE A SIGN TO BE PLACED AT THE ENTRANCE OF THE POOL ENCLOSURE, OR ON THE WALL OF THE DRESSING ROOM WHERE ONE 15 PROVIDED, WHICH READS SUBSTANTIALLY AS FOLLOWS: A. ALL PERSONS ARE REQUIRED TO TAKE A CLEANSING SHOWER BEFORE ENTERING THE POOL. B. NO PERSON WITH A COMMUNICABLE DISEASE 15 ALLOWED TO USE THE POOL. 4) THE OPERATOR OF SPECIAL PURPOSE POOLS 5HALL INCLUDE ON THE SIGN THE FOLLOWING WARNINGS: A. DO NOT USE WHEN ALONE, B. DO NOT USE WHILE UNDER THE INFLUENCE OF ALCOHOL, ANTICOAGULANTS, ANTIHISTAMINES, VA5000N5TRICTOR5, STIMULANTS, HYPNOTIC5, NARCOTICS, OR TRANQUILIZERS. C. ELDERLY PERSONS, PREGNANT WOMEN, AND PERSONS SUFFERING FROM HEART DISEASE, DIABETES, HIGH OR LOW BLOOD PRESSURE SHOULD NOT USE THIS POOL UNTIL THEY CONSULT WITH THEIR PHYSICIAN. D. DO NOT USE THE POOL WHEN THE WATER TEMPERATURE 15 GREATER THAN 1 04°F. E. OBSERVE A REASONABLE TIME LIMIT (E.G. TEN MINUTES), THEN SHOWER, COOL DOWN AND IF YOU WHI5H RETURN FOR ANOTHER BRIEF STAY. LONG EXPOSURES MAY RESULT IN NAUSEA, DIZZINESS OR FAINTING. F. THE USE OF OILS AND BODY LOTION BY BATHERS 15 PROHIBITED. 5) THE OPERATOR OF SPECIAL PURPOSE POOLS SHALL PROVIDE A PERMANENTLY MOUNTED CLOCK, WITH A LARGE DIAL, LOCATED AS TO BE EASILY READABLE BY BATHERS AT THE POOL. IN ADDITION TO THE ABOVE RULES:. 1. POOLS WITH 200 SQUARE FEET IN AREA OR GREATER THAT DO NOT HAVE AN APPROVED DIVING WELL CONFIGURATION SHALL HAVE "NO DIVING" SIGNS IN AT LEAST 4 INCH HIGH LETTERS. L RS 2. WAVE POOLS SHALL HAVE 51GNAGE AS REQUIRED BY THE WAVE EQUIPMENT MANUFACTURER. P05T 51GNAGE IN THE AREA OF THE WAVE POOL AS REQUIRED. 3. FLOWRIDER POOLS SHALL HAVE SIGNAGE AS REQUIRED BY THE EQUIPMENT MANUFACTURER. P05T 51GNAGE IN THE ARE OF THE FLOWRIDER POOL AS REQUIRED. 51GNAGE NOTE: IT IS RECOMMENDED THAT THE OWNER REVIEW SIGN REQUIREMENTS WITH A CONSULTANT SPECIALIZING IN POOL SAFETY OR THE AMERICAN RED CROSS, THE OWNER 15 RESPONSIBLE FOR OBTAINING APPROVAL FROM THE STATE OF MASSACHUSETTS DEPARTMENT OF PUBLIC HEALTH AND/ OR COMMERCE FOR ALL 51GNAGE. CONFIDENTIALITY: THI5 DOCUMENT CONTAINS CONFIDENTIAL OR PROPRIETARY INFORMATION OF RAMAKER ASSOCIATES, INC. NEITHER THI5 DOCUMENT NOR THE INFORMATION HEREIN 15 TO BE REPRODUCED, DISTRIBUTED, USED OR D15CLOSED EITHER IN WHOLE OR PART EXCEPT AS SPECIFICALLY AUTHORIZED BY RAMAKER * ASSOCIATES, INC. Ella &16131 m c MIR employee -owned (608) 643-4100 www.ramaker.com m L m E 44DG m IN L AQUATIC DEVELOPMENT GROUP m m c Certficahon Seal: L I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Profe55ional Engineer under the laws of the State of Massachusetts. a� a; 0 OF ES C-7 CI No. 47833 Amp gFC1STER�� FFSC, 01YAL ECG a� 3/08/2022 L N Recy5tered Civil Engineer Signature: Date: a� U 0 L 4� i 0 v s L 0 c a� E U 0 75 Ln s 4-3 a� s v MARK DATE DESCRIPTION z DATE ISSUED: 01 /25/2022 v ISSUE PHASE: STATE SUBMITTAL N U PROJECT TITLE: Q CAFE COD L N F LATAB LE 0 [DARK 4,- ° c 0 PROJECT OWNER: CAPE COD ° IN FLATABLE PARK PROJECT LOCATION: WEST YARMOUTH, o MA55ACN U5ETT5 SHEET TITLE: ° c GENERAL NOTES ° v c SCALE: NONE4.1 c ° c v E PROJECT 52967 U SHEET AQO NUMBER 0 2 � . -Ln ( 0 E I N N O L t� 0 51 L a� 0 73 a� L LL v N Ltd U Q N Ln O N Ln 1 0 POOL FENCE DESIGNED BY OTHERS, 51-1ALL MEET ALL APPLICABLE CODES u X K X X j F- JPROPOSED FLOWRIDER PROPOSED SWIM UP BAR — K— x ® ♦ o�rt l\1\'r X>c a h Nk r .......... ---- PROPOSED NORTHERN EQUIPMENT ROOM FUTURE PROPOSED WATERSR'MAKER LIDE employee owned NORTH (608) 643-4100 www.ramaker.com e- ® O O SPN ° TOWER T.O.PLATFORM191A D G O ° EL. 39.0 Ft ° 0 AQUATIC DEVELOPMENT GROUP O O ael x! r1; r' 1 POOL WATER LEVEL t 1 L�a I - O EL. -1.0 Ft. X X 1 REQUIRED WATER DEPTH 3'-6" / O P ED X X x PROPOSED ACTIVITY POOL ` i + WITH BEACH ENTRY x X >< X i MOTEL 1 X EXISTI POOL UNITS ' X d x X 1 x X X � X SHED ° X p ,� /► + X 17-1 1 STOP1 X0000, t X � '; ° CONCRETE X d x POOL SHED MOTEL UNITS POOL tya�11 PAINTED STOP SIGN SHED z w ❑ C w 2 STORY o OFFICE/ APARTMENT Ln #512 INDOOR POOL PROPOSED WAVE POOL X t ' O r o E5 ° X t x SLOPED LAZY RIVER ENTRANCE ARTIFICIAL TURF x CABANA CONCRETE TYP. i � O 7; ) � X •- X° — vC -• X °_ X X CONCRETE X. K _x_ x X.- x N° POOL PROPOSED WAVE POOL O O EQUIPMENT ROOM C� p E ®_GRA�EL * z O CONCRETE o PUMP HOUSE TOF=97.2 ® • GATE CONCRETE SPLASH EXISTING SPRAY PAD EXISTING LAZY RIVER PLANTED BERM 0 PAD/ELEVATED PLAY ® STRUCTURE O N � c wQ / , _ .. �. ..� M'HLL' MOMMOM SL �PED PLANT ° AREA ROUTE 28 A 11A , PROPOSED RE5TROOM FACILITIES Certrficabon * Seal: I hereby certify that this plan, specrftcation, or report was prepared by me or under my direct supervision and that I am a duly Licensed PrOfe5510na1 Engineer under the laws of the State of Massachusetts. O OF o� JAMES R. 2 g SKOWRONSKI CD CIVIL h No. 47833 sZONAL QJJ!ait 3/ 1 G/2022 R gistered'Ci it Engmeer Signature: Date: J Y U O EXISTING POOL 2 STORY zz WOOD FRAME U DWELLING A 3/ 1 G/22 DOH REV15[0N wX I MARK DATE DESCRIPTION Q DATE ISSUED: 0 I /25/2022 — 155UE STATE 5UBMITTAL PHASE: _ PROJECT TITLE: PROPOSED POOLS: CAPE C O D WAVE POOL - 1 284 1 S.F., 474' PERIMETER, 552 PATRONS (32 1 RECOMMENDED) / CT1.V!TY POOL - 1755 5Q FT, 18G' PERIMETER, I i 7 PATRONS (43 RECOMMENDED) N LATAB LE FLOW RIDER 1 5GO SQ FT, I G2' PERIMETER, 2 PATRONS -AR POOL - I I GO SO FT, 180' PERIMETER, 77 PATRONS (29 RECOMMENDED) TOTAL POOL AREAS - 173 1 G 5Q FT, 1046 PATRONS (350 RECOMMENDED) PARK PROJECT OWNER: CAPE COD ° INFLATABLE PARK • s / /� PROJECT LOCATION: / ° WEST YARM O UTh , / / ° #540 MASSACMUSETTS / ° "SALTY'S" SHEET TITLE: O SITE PLAN o 0 15' 30' GO' I' I I " x 17" - I = GO' 22" x 34" - 1 " = 30' ® PROJECT 52067 / --_ NUM ET EB AQO.03 OF YARMOUTH SEPTIC SYSTEM DESIGN ASSESSORS MAP 3" PARCEL 328 MAXIMUM SITE CAPACITY (BASED ON MAXIMUM AMOUNT OF PARKING): 563 SPACES X 3.8 PEOPLE/SPACE = 2,139 PEOPLE LOT 31 a S8T23'40"E 173.77' �j USE 2,200 CAPACITY FOR DESIGN o l/ TOTAL SITE SEPTIC FLOW: Pb 2,200 PEOPLE * 4 GPD / PERSON = 8,800 GPD co N,/F ao �r.. .W� _ :_., to M F CON IANC PATRICIA MCNULTY, TR. Nam' _ ,=� _Y_.. �..... a m -=u.,, o IIARI.A$' G GEIRO sT SYSTEM #1 4,930 GPD CAPACITY PATTERSON LIFE, ASSESSORS MAP 39 z � � o r � .� cn r4 A � y ESTATE S S8T23'�^" , �- ASSSESSORS MAP 1 i0 SYSTEM 2 4.000 GPD CAPACITY ASSESSORS S8- PARCEL 329 �u t 100.00 a.. TO 30 GPD CITY 2 �m PARCEL 94 F TOTAL 8,9 CAPACITY MAP 1 O f 8� �' PARCEL 5 0 3 SOF _, r .. _-, x_ eL LEED 2 $C6i, i 21.5Q. �- \ 1 1 800 GPD * 56% = 4 928 GPD ^'� ,� fig' �� ��.� _ �.a �.�,� N P1�1 'i 98I . a 5 2 ,, SYSTEM �1: $. f WOODED 13)O , Ap*E �a1 • _ R v r'q, SYSTEM #2: 8,800 GPD * 447. = 3,872 GPD . fo 9• LOT 3 2 N-,,5 �00 D� _p -�° > `BRA, I ERA, y �s� SYSTEM #2 PROPOSED TANK SIZING CALCULATIONS 2/3 OF VOLUME: 2,581 GPD A2 5 2,581 GPD * 3007. = 7,744 GAL. - USE 8,000 GAL TANK ®/ �` a .- �o USE 5,500 GAL. PUMP CHAMBER 1 /3 OF VOLUME: 1,291 GPD LO 6 f °,, 1,291 GPD * 300% = 3,872 GAL. -USE 4,000 GAL. TANK USE 2,000 GAL. PUMP CHAMBER �T, r N NOTE: ALL PROPOSED DECK DRAINAE ma j '� DRAINS TO BE NYLOPLAST 12„ \ t , BASIN j I -'k a DRAIN BASINS OR IN -LINE a _ L n _j 0 ;n ;t o z_ DRAIN WITH 12 ROUND GRATE e (OR APPROVED EQUAL). SEE t I DECK DRAIN DETAIL. boo -GALLON I O1 t RIM=98.30 SYSTEM 2 LEACHING PIT FOR , - ; 3 2-500 GALLON �i(OUT)=95.74 \ FILTER BACKWASH CONCRETE DRYWELL, •05 N F DECK DRAIN-7 4 PETER FOSS - S ca9 8 X15 FIELD' . RIM-98.30 !. BOT OF CHAMB.=92.63 e� z ` ASSESSORS MAP 31 BOT OF STONE=91 63 I{IN)-95.63 DECK DRAIN-1 _ :' _ . Z RIM=98.40 - 1(OUT) 95 33 z• \ °" I(OUT)=95.38 4� s�. r �m DECK DRAIN 3w -. � DECK DRAIN-6 t RIM=98.0 RIM=98.30 ' a �-` SYSTEM 6-500 GALLON ".�. 1 1 DECK DRAIN-15 e CONCRETE DRYWELL- RIM=98.30 SYSTEM 3 ` 15 X22 FIELD "- ) N " DECK DRAIN-2 I(OU - .31 -" - T -95 4 500 GALLON RIM=98.30 \ CONCRETE DRYWELL t it BOT OF CHAMB.=92.63A DECK DR IN 6 8'X29' FIELD o BOT OF STONE=91.63 -- DECK DRAIN-9 S RIM=98.3 \ / ( RIM=98.30 I BOT OF CHAMB.=92.63 DECK DRAIN-3 o I(OUT)=95.45 0 BOT OF STONE-91 63 RIM=98.30 i �► - - l(IN)=95.41 Oi ® `� DECK DRAIN-17 DECK DRAIN-36 3Y5 OM GALLON LEAC G - I(OUT)=95.31 '�`O``� ROU 9895.25 RIM=95.50 CONCRETE DRYWELL PITSH0 F' /^�`Q (- I(OUT)=92.43 8'X22' FIELD \ DECKRIM 98.30 ; ` I DECK DRAIN-13�� ` DECK DRAIN-18 A3a xi.AL 3 1(IN)=92.41 � 4,930 1 I(OUT)=95.51 s t t BOT OF CHAMB.=89.83 i t RIM=98.30 RIM=98.30 iLR • GPD I(OUT)=95.22 m I(OUT)=95.36 BOT OF STONE=88.83 13.5 f DECK DRAIN 10 ?€ kw�1 f SYSTEM 4 ; " Ot DECK DRAIN-14 DECK DRAIN-20 DECK DRAIN-37 ' I RIM=98 20 �,_... I RIM=95.50 1 o 4-500 GALLON t t RIM=98.30 RIM=98.30 J CONCRETE DRYWELL 1(IN)=95 34 `; t t 1(OUT)=95.24 [(OUT) DECK RIM=95.50 \ t IOUT 95.24 u- \ I(OUT)=92.24xr._.... ' \ ' ? 8 X29' FIELD ( , DECK DRAIN-19 DECK DRAIN-21 i(OUT)=92.42 DECK DRAIN-40 c- / l(IN)=95.21 DECK DRAIN-11 ,= RIM=98.30 IM=98.30 �` RIM=95.50 LEACHi / = BOT OF CHAMB.=92.63 RIM=98.20 l(OUT)=95.26 _� RETAINING I(OUT)=92.43 PITS ,4 BOT OF STONE=91.63 I I(IN)=95.54 r DECK D AIN-22 WALL i I t I i(OUT)=95.44 ° -- RIM=9$. 0 ! ! -,DECK DRAIN-41 SYSTEM 5 ♦ i / f ! I } `1' 8-500 GALLON DECK DRAIN-12 I(OUT)=9 .28 ! !„ RIM=95.50 o CONCRETE DRYWELL RIM=98.50 i QQ _ w w w i ®I Z o 15'x29' FIELD i(OUT)=95,75 DECK DRAIN-23'- r -I E e� SYSTEM 7 'MOTEL I(IN)-95.21 RIM=98.30 i 3-500 GALLON I UNIT � I BOT OF CHAMB.=92.63 � - - - - ( )_ - ® DECK DRAIN-42 } I 1 OUT =95.23 _. ® RIM=96.25 l 3 CONCRETE DRYWELL iL5 BOT OF STONE=91.63 8 X22 FIELD I 10 dECK DRAIN-24 ® 4 BOT OF CHAMB.=89.83 0 8-500 GALLON `�OO' DECK DRAIN-35 RIM=9$.20 F a CONCRETE DRYWELL l(OUT)=95.16 t" z* = - T OF S E=88.83 RIM=98.20 DECK DRAIN 43 i BOT TON 4. - 15'X29' FIELD I(OUT)=95.31 - "�-, N `IM 96 25 LOUT)=92.54 a, !(IN)=95.11 j -- i DECK DRAIN-33t�� 1 t� RIM=98.20 "'� DECK DRAIN-34 v SHED BOT OF CHAMB.=92.53 I S8610'10"W 124.98 BOT OF STONE=91.53 1o(�I I ( OUT )=95RIM=98.20 i .24DECK DRAIN-39 s LIMIT OF REGIS"TRA�ON . , r - 1 _ _- I t s i -DECK DRAIN-31 SYSTEM 8 SLOPED � °,,� RIM 96 25 .a � � - � W DECK DRAIN-26 DECK DRAIN-25 `- ev�� - RIM=98.20 6-500 GALLON ' LAZY `� R� ` �` � ��, SYSTEM 11 -� RIM=98.501 RIM=98.30 �' CONCRETE DRYWELL ENTRANCE RANC a� - L. . r SYSTEM 9 1 500 GA CONC . i 15'X22' FIELD DRYWELL i { i(IN)=95.27 ► 6-500 GALLON _ 8'X8' FIELD cn r� z i(OUT}=95.17 CONCRETE DRYWELL I(lN)-95.11 o I BOT OF CHAMB.=92.53 BOT OF CHAMB.=90.58 cq =�." ( SID DECK DRAIN-32 15'X22' FIELD _ _ DECK DRAIN-27 BOT OF STONE=91.53 -m BOT OF STONE=89.58 cn ' -- _ RIM=9$.40 RIN -95 34 I(IN)=95.11 98.20 STOCR�ADE ¢ EN4 0 \ I z rw ( )- BOT OF CHAMB.=925 .- I(IN)=95.45 RETAINING' o P}... r I OUT =95.35 I(OUT)=95.24 'BOT OF STONE=91.53 WALL` o F TiFiCiAL f TRASH r^� AI DECK DRAIN 28 ( )RF ID/ d r- t - ... ... r V TO!R : _ ---� J AP 31 r - 63 ' 2 S.F. N/F I C H DJAIG� o SAY MO 114981 ROUTE 2 DEY,4�33E 32 3, N � {� . RS M 1 l�J PARCEL- 80' j c� 23 3t S.A . . z . MOTEL -�MO EL - UNITS ' L®J l- �- t L S CRY OFFICE/ / I PPAR � li1EN t � I �q $ \� 40.83' N86'4T30"W ® N8� 47'3I 1 7 o I RIM=98.30 �._ t�� `®ss .. T'� BiN �, -, �' ' � .a 1(IN)-95.63 .. � Y\ CABANA .'o"� in I C t(OUT)=95.53 CONCRETE' iYP. r ` �° \ N �29'20"Wy 82.63 r 1 1 I DECK DRAIN-29 . 1 L1 RIM=98.1 fl L__J N/F�� 69MOTEL i I(IN)=95.81 A iAL T&C HO S LL �� 113�OOL f UNIT, S � l(OUT)=95.71 ,, MAYF4RICER bA ,. r" f# 5044 ROUTE 28 p RIM=98.10 �; DECK DRAIN-30__ Y l POOL Q AREA DE 32953, PAGE 0 - ' , t �� kSESSORS MAP 31 ' �,m l(OUT)=95.90 m• 3 =s PARCEL 81 36,86 t S.F. o... w 1 1000-GALLON g £° o - �` SETTLING TANK FOR - T. i o , WALLY w------"- w I Few FILTER BACKWASH ; ® t . DEL 500-GALLON r LEACHING PIT FOR 1 �- i - , FILTER BACKWASH -k __. CONCRETE .:. . ,f s N j PUM C NE L®3 s `G i $OUS (� � Y fg TOF=9 .2 24 4 it * � � d �C)�TEE S E E z-. SPLASH LiNtTS Li ; PAD EL AT N/ Obi O� Y,: ASSESSOR PARCEL DEED 2 051 PLAN IA` 1 i t t o 4 PLAY N o a 4�s s k STRUCTURE yCO. ` STORE' " 0' 1" TER MAIN I M 31 ?` c II f J OFRCE'$ PARCEL 4 ® o .APART # E t c LC.. 26266>< r^\ a I 51� INDOOR POOH � '\? i N ¢¢ aq.0{C •L. 540 ARTIFICIAL -SALTY'S TURF k__ 47'30"W 12 I m 9 _. I 4 M_ q4s_.m r .. o� .sus A N, v.<� AI L r s , a o-. � I N86'47'28"W 140.33' � Q f / / N83'23 54�yy "V(f PIZ !E y28 �(/' - S8 . (��V PUB _ " /N STR 23 54 E 138.42' R �' LIC -VARIABLE' WIDTH ' ��� V 4/1/22 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER CAPE COD INFLATABLE PARK 492 498 512 518 5267 & 532 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) DRAINAGE PLAN OCTOBER 8, 2021 REVISIONS: NO. DATE DESC. 1 10/18/21 DESIGN REVIEW COMMENTS 2 10/22/21 SPR COMMENTS 3 12/2/21 STORMWATER PEER REV. 4 12/22/21 ZBA COMMENTS 5 1/12/22 DRAIANGE & UTILITIES 6 2/28/22 UPDATE UTILITY INFO 7 4/1 /22 REVISED GRADING PREPARED FOR: SANDBAR MANAGEMENT 512 ROUTE 28 WEST YARMOUTH, MA 02673 q BSC 1 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 © 2021 BSC Group, Inc. SCALE: 1" = 40' 0 20 4O 80 FEET FILE: Projects-YAR\4859205\C\D\4859205-SP.dwg DWG.: 5474-0 SHEET C-103 JOB. NO:4-8592.05 N/F THE POINT Li ASSESSORS MAP 31 PARCEL 77 40.83' N/F PAULA MURRAY ASSESSORS MAP 39 PARCEL 330 N/F ' CONSTANCE PATTERSON LIFE ESTATE `SS ASSESSORS op S , MAP 31 0 PARCEL 65 �°j F WOODED44 n HOLIDANF Y/VACATION CONDOMINIUM ASSESSORS MAP 31 PARCEL 78 TOWN I;i N/F OF YARMOUTH GENERA M SMIT SEPTIC SYSTEM DESIGN ILIE, TR. ASSESSORS MAP 39 ASSESSORS MAP139 PARCEL 328 PARCEL 312I t �i MAXIMUM SITE CAPACITY BASED ON MAXIMUM AMOUNT OF PARKING): 563 SPACES X 3.8 PEOPLE/SPACE = 2,139 PEOPLE ) s � USE 2,200 CAPACITY FOR DESIGN LOT LU S8T23'40"E 1711 ; �/ TOTAL SITE SEPTIC FLOW: N i 'i -N � r � '� 2,200 PEOPLE * 4 GPD / PERSON = 8,800 GPD /� CO - co to _ N F sr ` SYSTEM 1 4,930 GPD CAPACITY N r ! "� rn r r' PATRICIA MCNULTY, TR. C :.� �_ ., N SST �.." f t y �_ ._ AARiA CA€fie o- �" # ASSESSORSPARCEL EL 329 39 23 ,v t i 00.00 Z A ' R -__ . ASSESSORS MAP : �� SYSTEM #2 4_�,000 GPD CAPACITY 21.50' PARCEL 94 F ' TOTAL 8,930 GPD CAPACITY g 7u.5u' rk ri DEED 23067/76 PLAN 198/ 15 �f SYSTEM #1: 8,800 GPD * 56% = 4,928 GPD "E _ SYSTEM #2: 8,800 GPD * 447= 3,872 GPD ' ' T 32 �,�,5 WOOD D �- --- . _ A, "N SYSTEM #2 PROPOSED TANK SIZINQ CMUL6MONS ® ! RiL�ER� L�; 2/3 OF VOLUME: 2,581 GPD . I dLF.P 2,581 GPD * 300% = 7,744 GAL. —USE 8,000 GAL TANK 00 USE 5,500 GAL. PUMP CHAMBER a} ,. - 1/3 OF VOLUME: 1,291 GPD 1,291 GPD * 300% = 3,872 GAL. — USE 4,000 GAL, TANK ' , USE 2.000 GAL. PUMP CHAMBER It, t I TPAsLER OA�NE _ t FLOWRIDER 1 1 BA,SII° SYSTEM #2 I EXISTING 4,000 GPD ., LEACHING SYSTEM �A t t TO REMAIN , 600—GALLON LEACHING PIT FOR 4,000 GALLON �m - ' ', FILTER BACKWASH I hz 2—COMPARTMENT TANK - - �. I(IN) 93.40 I 74 4 05'�N N/F - _ ar _ e 5 PETER FOSS I(OUT)=93.15 '? _ III `P�` ASSESSORS MAP 31 g = SCE y PARCEL 92 d t 8"X8"X4" TEE TEED 1163/165 -9 1 5 4"X2" REDUCER � �.��""�`""�2" WATER � '� , � �-" '" � � � � ro �`" 1`11 r SERVI �.a - 98 i �A EXISTING INDIVIDUAL LEACHING PITS FOR ---------_.. w .� ' MOTEL ROOMS TO x� _ REMAIN SYSTEM #1 EXISTING 4,930 GPD -"_ D - E o LEACHING SYSTEM I(OUT)=95.00 _ a �a - P j TO REMAIN v°a o v 4" SCH. "_ t 1 t Qt 40 PVC 4 SCH. 40 P C� 1®Qt ® I(OUT)=94.50 I LEAC G i PITS ° PROPOSED WATERPARK c+1 t CONTRACTOR TO 2,000 GALLON VERIFY PIPE { ♦ PUMP CHAMBER °° ° FUTURE EXPANSION AREA V, DIAMETER. ADJUST 4,930 _: i 1(IN)=93.05 s 13.5' GPD IN FIELD IF i t 3 X2 DUCT j 1 - `fit m I I(OUT)=92.80 m \ I saa / NECESSARY = - s II t BANK 3 X2 DUCT t -15 4-4" PWR 2" WATER BANK t; ;4 t i SERVICE 1-2 PWR i I Li k LJ c LIIF ° !/ . . MOTEL EAC I(OUT)=94.00 PITS _ 3 ; UNITS f _ m RETAINING E T LINING ®; IN 7- N ${ E O O K$ MOTEL , -- -- ` tr! i UNITS ` € PARS 2,5—IN FM O ` Rt ® ®— e \ vet w n 4" SCH. Stt D -- 1-- o y OOO� �`., 40 PVC I io I i t a r ,,b I ;eF � 4 j _,- _ " I o O / # W , TER Z. O ' t "'SERVICE F 2 000 GALLON a 100, l S86101O"W 124.98' ., :3 0 OTANK =t { 10011 Q 92 � 5 GALLON a OF REGt�'TRATCvty , t I 0' ( _ .25 , LIMIT 1 OUT) 92 a0 8.000 tx = Oo 2—COMPARTMENT j ST P SIGN t0 ` '.,� q - - , r — ' _ �" LAZY , RIVER TANK ENTRANCE ito— ­ � � i � I(OUT)-93.43 M i,m �I — m a CONCRETE 5,500 GALLON p t r ; , PUMP CHAMBER Ym.. ' POO cC --- - 4% SHED r- ,— ,— — ; I(IN)=92.98 r v_ •... . ——``- L STOC t I OUT 92.73 0 1 ODE FEt {„ C� �s i 4 4�.�..� .. m 4 it �c�' � I �. ,�.,� , { c k ( )_ , RETAINING ` ' o — _ ., €9 _ Id ,� WALL ARTIFICIAL N � „ a < 3 (Si g p Lu CABANA it N83.2CON BETE TYP. NG 8,230 GPD aEXIST] _ 2N 82.63' co_ \ Le1j { ;' 9� a li i LEACHING SYSTEM 69 N/F jr a iMOTEL TO BE REMOVED 2 WATER A {, T&C HOLS LI�C POOL ah SERVICE 2. }. I IPPFI @ "MAYF �I�E TEL UNITS d Z l F tip, `v acaa-• -e,. { d — 50'4 20UTE 25 � I _ ...� POOL = 3 { ' ., I f ----{ DE 32953,AGF 1 { �° • AREA',><CRE fr t 6 = i I SESSORS MAP 3 . `: N/F _.. PARCEL 81 3 1 .. , 8"X8"X4" TEE { cif DINGI 36,86 � S.F. �, i ":-" 4"X2" REDUCER : w--- iy " 1000—GALLON b FFGv w 2 WATER SETTLING TANK FOR ! ! Y MO a ' 'JUTE �? i o EXISTING INDIVIDUAL w ., - WALL LLz t` SER w FILTER BACKWASH �, o LEACHING PITS FOR I v y, M }_Po = m ;r.. m_ w .m, �� 32 HIED k m = �wa r- SH € o r c N w N MOTEL ROOMS TO , \ � E _ ,, c' T TOWN a tAl zE� \ — �.4 GRAVEL o ,. _._ n REMAIN u v 500—GALLON.. _ 2 I: I SE SCE . { r is /M 1 { ` Q t cg w �CFk 80`3 LEACHING PIT FOR ff PARCEL FlL1ER BACKWASH CONCRETE .zs. 4 S.F� N - .� s'�- d ,,. 3 .T DUC BANK -.� .-�., � ._.. .._..,.... --___ ,. DEED 2205 C14_ 1 ;,y - #': - „..«_.�.i'""' ' _ r{«^, a -- , , , u COMM ... v tl r a o '_ 3 X2 DUCT BANK 2�.�, COM I I � PLAN 140 a " � � HOUSE MOTEL o � �� 3-4 PWR 4�4sa Pk� w ilia ,, �� `�I"�"=97,2 'IT t UNITS P I , i 7 A} {{ S /_EI 1 CONCRETE % U NP „ i, J r� TE C I'i I JPLAS( LO PAD/ELEVATED t_� I I 3'Y2' DUCT BANK PLAY f , N STORY � 1 OFFICE/ fPPARTA�EN N8547'30"4Y + ? n nr' 11 ± f oy _ P ANDCt?tw ok .STRUCTURE * c00, :STORY B" B.1 I P � N WATER MAID 31 � 6 ,` J I_ OFFICE/ I s PARCEL 84 t APARTMENT � � � .V � I_CP 26266 5 ° 2 �BANK DUCT 2'X21, D CT BANr 1-0 a. 2-4'COMM. INDOOR PO 'F Y,:It; z " FORMER MOVIE w HO FORMER DONUT'l .N !t� � SHOP LEACHING THEATRE LEACHING 4`{ �N I ° SYSTEM REMOVED SYSTEM REMOVED 1 , -vim t c� TURF __. _1241 _ N$fi 47 30� �z 3 N86'47'28-W 140.33' " .. �OV 1 ,� N83'23'S4"Yy 5, l� 28 _ ` )WAIN TS83'23'S4"E W PUBLIC --VARIABLE �/ 138.42 Q _ bL/OTH --~ V Qr 4/1/22 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER CAPE COD INFLATABLE PARK 492, 4989 5127 518, 526, & 532 ROUTE 28 IN WEST YARMOUTH MAS SAC H U S ETT S (BARNSTABLE COUNTY) UTILITY PLAN OCTOBER 8, 2021 REVISIONS: NO. DATE DESC. 1 10/18/21 DESIGN REVIEW COMMENTS 2 10/22/21 SPR COMMENTS 3 12/2/21 STORMWATER PEER REV. 4 12/22/21 ZBA COMMENTS 5 1/12/22 DRAINAGE & UTILITIES 6 2/28/22 UPDATE UTILITY INFO 7 4/1 /22 1 REVISED GRADING PREPARED FOR: SANDBAR MANAGEMENT 512 ROUTE 28 WEST YARMOUTH, MA 02673 91 0A1 ,,,C 0UP 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 © 2021 BSC Group, Inc. SCALE: 1" = 40' 0 20 40 80 FMr FILE: Projects—YAR\4859205\C\D\4859205—SP.dwg DWG.: 5474-0 SHEET C-104 JOB. NO:4-8592.05 rl IRR FILTER FABRIC RIGID EDGING 4" COMPACTED DENSE -GRADED CRUSHED STONE 8" COMPACTED GRAVEL BORROW COMPACTED SUBGRADE Q CRUSHED SHELL PAVING - VEHICULAR 4" PAINTED WHITE SCALE: NONE LINE (TYP.) 1/2" CHAMFER 6" 3/4- R HOT MIX ASPHALT WEARING COURSE FINISH GRADE Q a .f _ HOT MIX ASPHALT BINDER COURSE ea. PRECAST REINFORCED CONCRETE CURB, 3,000 y .. P.S.I. MIN. STRENGTH, a 6'-0' STANDARD LENGTH d °4 !� VARIES �.. REINFORCEMENT AS PER MANUFACTURERS DESIGN 3000 PSI CONCRETE COMPACT GRAVEL BORROW BASE (M 1.03.0 C) STANDARD PAINTED PARKING MARKINGS SCALE: NONE -s- COMPACT EXCAVATED SOIL ON UPSLOPE SIDE WORK AREA -- I I I f !I I I JI i II r I 1"X1"X36" WOODEN STAKES PLACED 10' O.C. FILTREXX SOXX OR APPROVED EQUAL (12--18") AREA TO BE PROTECTED NOTES: 1. ALL MATERIAL TO MEET FILTREXX SPECIFICATIONS. 2. FILTER MEDIA FILL TO MEET APPLICATION REQUIREMENTS. 3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY THE ENGINEER. `COMPOST FILTER SOCK SCALE: NONE ALTERNATE TOP SLAB, REINFORCED TO MEET HEAVY DUTY C.I. MANHOLE H-20 LOADING FRAME & COVER ENGRAVED PER CITY/TOWN SPEC. SET FRAME IN FULL BED OF MORTAR 24" MIN. ADJUST TO REQUIRED GRADE W/MIN. OF 2 OR MAX. OF 5 RED BRICK COURSES OR EQUIVALENT zz 1" DIA. DROP " DIMENSION WITH REINFORCED Z FRONT TYPE CONCRETE COLLARS. w b M.H. STEPS, w N CORROSION a PRECAST REINFORCED CONCRETE w RESIST (TYP-) d M.H. CONE SECTION 1 U An 4'-0" DIA. 2" CLEAR , w 1" PROVIDE "V" OPENINGS MORTAR ALL JOINTS 5" MIN. 5" MIN. 2'-6" MAX. OUTSIDE OF 1" COVER DIA. PIPE PIPE +2" CLEARANCE 3" MIN #3 BAR (TYP.) 1-#3 BAR AROUND OPENINGS 1-1/2- MIN. PIPE OPENINGS FOR PIPES 18" DIAMETER f TO BE PRECAST AND OVER, 1" COVER 1-1/2" MIN. IN RISER SECTION 12" CRUSHED STONE 3" MIN. TPRE ORMED B{TUMASTIC 5" MIN. j SEALANT AS SPECIFIED. N PRECAST UNIT SHALL FILL AT LEAST 757 ' 1" COVER OF JOINT CAVITY. RUBBER 12" CRUSHED STONE 5" MIN.*- OR "0" RING SET IN RECESS. JOINT DETAILS BASE DETAIL PRECAST CONCRETE DMH SCALE: NONE PRECAST CONCRETE CURB SCALE: NONE PERIMETER STONE (SEE NOTE 4) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) ADS GEOSYNTHETIGS 601T NON -WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED; ANGULAR STONE IN A & B LAYERS 1 12" (300 mm) MIN MC-4500 END CAP 50' LONG x 15' WIDE (MIN.) STONE PAD MAINTAIN 8" (MIN) / 2" COARSE DEPTH / AGGREGATE t- GEOTEXTILE FABRIC TEMPORARY CONSTRUCTION ENTRANCE SCALE: NONE i- EXISTING PAVEMENT TER BASKETS SHALL BE LT SACK", BY ACF ENVIROMENTAL )0-644-9223); WDY SACK", BY DANDY PRODUCTS )0-591-2284); RAIN PAC" (800-272-2832) OR PROVED EQUIVALENT (FOR USE WITH EXISTING CATCH BASINS) NOTE: FILTER BASKETS TO BE PLACED IN ALL CATCH BASINS IN THE VICINITY OF NEW CONSTRUCTION. CATCH BASINS ARE TO BE PROTECTED AS SHOWN, WITH MINIMUM WEEKLY MAINTENANCE, OR AS REQUIRED AND REPLACED IF NECESSARY. SEDIMENT FILTER INLET PROTECTION SCALE: NONE PAVEMENT LAYER (DESIGNED z BY SITE DESIGN ENGINEER) `TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED MSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, 7'0' a' INCREASE COVER TO 30" (750 mm). 24" (2 1 m) I � (600 mm) MIN* MAX 12- (300 mm) MIN i i ' !i d ' 9„ SUBGRADE SOILS J (230 mm) MIN (SEE NOTE 3) 100" (2540 mm) 69' **THIS CROSS SECTION DETAIL REPRESENTS (1524 mm) MINIMUM REQUIREMENTS FOR INSTALLATION. PLEASE SEE THE LAYOUT SHEET(S) FOR PROJECT SPECIFIC REQUIREMENTS. l DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 9" (230 mm) MIN 12" (300 mm) MIN NOTES: 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 60x101 2. MC-4500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3". • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 739 F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. ADS STORMTECH MC-4500 CROSS SECTION DETAIL SCALE: NONE 2' TO 4' - HOT MIX ASPHALT TOP COURSE 5" MIN. HOT MIX ASPHALT TOP JOINT TO BE BINDER COURSE SEALED WITH AN PRECAST UNIT [EMULSION AND SAND MIX °'. . 12" CRUSHED STONE BASE ALTERNATE ECCENTRIC CONE SECTION EXIST. PAVEMENT BASE DETAILS 24" SQUARE , .:12" COMPACTED GRAVEL BORROW :::.:. ' •,' ° EXIST. GRAVEL BASE OPENING (TYP.) SUBBA$E..(M,1,03,0, TYPE C) APPLY TACK COAT OF RS-1 EMULSION TO VERTICAL FACE 5" MIN. iv °O <. /r\ /ram /\ /\ i� /\ /\ /\ /�\ OF EXISTING PAVEMENT PRIOR a COMPACTED SUBGRADE REMOVE UNSUITABLE TO THE PLACEMENT OF THE 48" DIA. MANHOLE MATERIAL AND REPLACE WITH GRAVEL (TYPE NEW HOT MIX ASPHALT I •T A) COMPACTED IN 6" LIFTS 1 1/2" MIN. ALTERNATE TOP SLAB UT EXISTING PAVEMENT IN (m'•) 5' ASPHALT PAVED APRON A NEAT LINE USING SAW CUT METHOD ONLY THROUGH CONCRETE SLAB ENTIRE DEPTH OF EXISTING " MIN. 3" (3000 PSI) FRAME AND GRATE PER PAVEMENT MUNICIPAL STANDARDS HOT MIX ASPHALT PAVEMENT JOINTS JOINT DETAILS RED BRICKS MAY BE USED • 2'-0"f 1" FOR GRADE ADJUSTMENTS SCALE NONE N wz t `° DIAMETER (MIN. 2, MAX. 5 COURSES). 1-1/2" HOT MIX ASPHALT WEARING COURSE w FRAME TO BE SET IN FULL aI F B. , BED OF MORTAR. -2-1/2" HOT MIX ASPHALT BINDER COURSE '-i<SEE JOINT DETAILS PROVIDE "V" OPENING o z 0 :a ' " 4-0} 1" DIAMETER GROUT ALL AROUND .. = in Uj F �!` o OUTSIDE OF PIPE 12" COMPACTED GRAVEL w Ix° & 2" CLEARANCE :Q d . BORROW BASE NOTES: iLd _ > MORTAR ALL JOINTS d a 4. (M 1.03.0 C) 1. ALL PRECAST JOINTS TO BE SEALED WITH BUM RUBBER. 5" MIN. LeBARON "SNOUT" TRAP /�/ / / / /$/ / / /Y 2. DESIGN TO CONFORM TO a•�\/, COMPACTED SUBGRADE/�/' H-20 LOADING. d 3. CONTRACTOR Has THE ' ° STANDARD DUTY FLEXIBLE PAVEMENT NOTE' OPTION TO USE ALTERNATE TOP SLAB. a`. = SEE BASE DETAILS PAVEMENT SECTIONS ARE SUBJECT TO CHANGE AND WILL BE 12"CRUSHED STONE BASE BASED ON THE RESULTS OF GEOTECHNICAL INVESTIGATIONS PRECAST CONCRETE CATCH BASIN HOT MIX ASPHALT PAVEMENT SECTI O SCALE: NONE SCALE: NONE CONCRETE SLAB WIDTH VARIES NOTES: BRISTLE -BROOM 1. WALK TO 6" THICK IF FINISH A 1.5%*� 2" SUBJECT TO VEHICULAR LOAD. FINISH GRADE �� MIN. X X EXPANSION ° \\�� AT MIN. 20 FT O.C. NTHOINTS PRE- MOULDED JOINT FILLER. 6"x 6"-10f10 \// - .... WELDED WIRE_.. MESH//\\ . „ 8 COMPACTED GRAVEL : -.- . ' .- \\/ 3. PROVIDE CONTROL JOINTS AT .BORROW BASE (M 1.03.0 C)�..: -:.°. \\j` 5' O.C. \;�\\�\\%\\ 4. PROVIDE BROOM FINISH IN \�%��� DIRECTION PERPENDICULAR TO L,- A CURB. CONCRETE WALK 5. CONCRETE SHALL BE 4,000 PSI -TYPE 11. 1 /2" PREFORMED *6. CONSTRUCTION JOINT FILLER TOLERANCE = 0.57. EXPANSION JOINT NOTES: ° d x d 1. EJ AT ALL INTERSECTIONS a ° WALKS -EVENLY SPACE CJ BETWEEN EJ. END W.W.M. 2" CLEAR 2• EJ ALONG ALL RETAINING WALLS, OF EXPANSION JOINT STRUCTURES, HANDICAP RAMPS, LIGHT BASES, BENCHES ETC.. USE REMOVABLE EXPANSION JOINT - SECTION A -A PVC SPACER & SILICONE JOINT FILLER. CONTROL/EXPANSION JOINT SPACING 3. ALONG GRANITE CURB PROVIDE POLYETHYLENE BOND BREAKER & TOOL EDGE JOINT. WIDTH CJ EJ 4' 5' 25' 5' 5' 25' 6' 6' 24' 7' 5' 28' 8' 4'x4' 24' ' 27' 1 O;4.5x4.5' S'x5' 30' CJ= CONTROL JOINT EJ= EXPANSION JOINT CONCRETE WALKWAY SCALE: NONE PLAN VIEW TOP SLAB NOT SHOWN CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RINGS/RISERS (NOT PROVIDED BY CONTECH) PERMANENT,•s 8, , POOL ELEVATION- ' ' -d 6" [152jPi OIL •; •a INSPECTION PIPE ►•.; (TOP V [25] MIN- w �► FROM INSIDE OF R ' '�6, TOP SLAB j STORMCEPTOR ) INSERT *•r, •� •• SAFETY GRATE LU INLET PIPE OUTLET PI OD ' tJ .� z P I� N �. 12" [30510 DROP TEE a�i t ,. 24" [6]0 a s .• OUTL(n°[ io o' RISEN .a ' }' SOLIDS STORAGE SUMPS • ': ••x. s ®dam •r • " °Lm Y • P k, ®m m:. SECTION A -A GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.Conter-hES.com 3. STORMCEPTOR WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. 4. STORMCEPTOR STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0' - 2' [610], AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO_ 5. STORMCEPTOR STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C478 AND AASHTO LOAD FACTOR DESIGN METHOD. 6. ALTERNATE UNITS ARE SHOWN IN MILLIMETERS [mm]. STORMCEPTOR STC 900 SCALE: NONE CONTRACTOR TO -GROUT TO FINISHED GRADE GRADE RINGSIRISERS (NOT PROVIDED BY CONTECH) `a•,. `'. to «®S a: 4.. 11040 OIL i ,-•' • e' INSPECTION PIPE STORMCEPTOR fit, (CAP OPTIONAL) INSERT y,`: REMOVABLE $. DROP TEE HANDLE 4 z �j• ^ ,p' OUTLET PIPE INLET PIPE, OPTIONAL �O (IF PIPE IS REQUIRED, 1? INVERT IS 3" [761 HIGHER r' THAN OUTLET INVERT) `f " 4' [10210 m ; ( OUTLET RISER _ Z PERMANENT N j oe POOL ELEVATION 12" 130510 ism . o REMOVABLE DROP TEE+ SOLIDS STORAGE SUMP --A" 4 SECTION A -A GENERALNOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com 3. STORMCEPTOR WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. 4. STORMCEPTOR STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0' - 2[6101, AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO. 5. STORMCEPTOR STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C478 AND AASHTO LOAD FACTOR DESIGN METHOD. 6. ALTERNATE UNITS ARE SHOWN IN MILLIMETERS [mm]. STORMCEPTOR STC 450i SCALE: NONE 4/ 1 /22 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER CAPE COD INFLATABLE PARK 492, 498, 5127 518, 526, & 532 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) DETAIL SHEET I OCTOBER 8, 2021 REVISIONS: NO. DATE DESC 1 10/18/21 DESIGN REVIEW COMMENTS 2 10/22/21 SPR COMMENTS 3 12/2/21 STORMWATER PEER REV. 4 12/22/21 ZBA COMMENTS 5 1/12/22 DRAINAGE & UTILITIES 6 1 2/28/22 UPDATE UTILITY INFO 7 1 4/1 /22 REVISED GRADING PREPARED FOR: SANDBAR MANAGEMENT 512 ROUTE 28 WEST YARMOUTH, MA 02673 BSC OUP 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 2021 BSC Group, Inc. SCALE: AS NOTED FILE: Projects- YAR\4859205\C\D\4859205-SP. dwg DWG.: 5474-0 SHEET C-200 JOB. NO:4-8592.05 NOTES: MIN. 24" DIA. COVER, TYP. RAISE (2) TO WITHIN 6" OF FINISHED 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. GRADE USING SEWER BRICK AND 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-20 MORTAR AS NECESSARY LOADING. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION 6" MAX CONC. COVER SHALL BE WATERTIGHT. 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED WITHIN 10 OF TANK WALL AND ACCESSIBLE FROM TANK COVER. 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. 10* • 10" - - 3" ,*q s (� I 7'-5" MIN iiLLLL 9'--11" _ OOMPARTMENT _8'-4' TEE LIQUID TEE W/GAS 10'-0"UNDER DEPTH BAFFLE I- iST 2ND _COVER(T�'COMPARTMENT 6" 6' 8' (5,159 GAL) 2,580 GAL ; , a .. 10'-4" 5'_2" 6" MINIMUM 3/4" TO 1-1 j2" CROSS-SECTION VIEW PLAN VIEW CRUSHED STONE 8,000 GALLON 2-COMPARTMENT SEPTIC TANK (H-20) NOTES: 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-20 LOADING. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM TANK COVER. 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. NOT TO SCALE NOTES: MIN. 24" DIA. COVER, TYP. RAISE (2) TO WITHIN 6" OF FINISHED 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. GRADE USING SEWER BRICK AND 1 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-20 MORTAR AS NECESSARY F_ 1 LOADING. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION 6" MAX CONC. COVER 6' SHALL BE WATERTIGHT. - -0" SCH. . 40 VC A A T-0" 4. TEES SHALL BE P AND SHALL BE LOCATED _ I I r WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM TANK - COVER. 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. 8" -- 17'-0" T • I 10"3 - N -� FF 5'-7" MIN 7'-9" I - - - 6'-4" TEE LIQUID TEE W/GAS T-0" UNDER DEPTH BAFFLE ° 1ST - 2ND - COVER (TYP.) COMPARTMENT OMPARTMENT 6' 6" 6" (5,159 GAL) I I (2,580 _GAL) ' :. • a 10'-5" 5'-1" 6" MINIMUM - 3/4" TO 1-1/2" CROSS-SECTION VIEW PLAN VIEW CRUSHED STONE 14,000 GALLON 2-COMPARTMENT SEPTIC TANK (H-20) NOT TO SCALE PLAN VIEW NOT TO SCALE (1) DUCTILE IRON GRATE CONCRETE POUR RING (3) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" 8" FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL, ADS/RANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), �o PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC (CORRUGATED HDPE SHOWN) -4 .1i INVERT ACCORDING TO PLANS/TAKE OFF CONCRETE WALKWAY OR DECK WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) PRECAST CONC. DRYWELL TO MEET H-20 LOADING 001 i ►-1 NONE VARIES NOTES: 1. PUMP CHAMBER SHALL BE STEEL REINFORCED CONCRETE, CAPABLE OF WITHSTANDING H-20 LOADING. 17'-0" 2. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT FROM THE FACTORY. 3. INLET TEE SHALL BE SCH. 40 PVC AND SHALL BE LOCATED UNDER MANHOLE FOR EASE OF MAINTENANCE. 4. POWER CABLES TO BE PLACED IN CONDUIT IN ACCORDANCE WITH LOCAL BUILDING AND WIRE CODES. 5. 1 /4" WEEP HOLE TO BE DRILLED BETWEEN THE QUICK DISCONNECT 24" DIA. COUPLING AND THE TANK WALL ON THE BOTTOM OF THE FORCE MAIN. I COVERS I 6. PUMP AND ALARM SHALL BE WIRED ON SEPARATE CIRCUITS. 7. 2" PVC CONDUIT TO CONTROL BOX SHALL EXTEND THROUGH THE CONCRETE RISER. 8. ALL UNUSED KNOCKOUTS SHALL BE FILLED WITH HYDRAULIC CEMENT. 7'-0" 9. THE QUICK DISCONNECT SHOULD BE ACCESSIBLE FROM WITHIN THE RISER. - - - I I L - MIN. 24" DIA. COVER, TYP. RAISE (2) TO WITHIN 6' OF FINISHED GRADE USING SEWER BRICK AND MORTAR AS NECESSARY 6" MAX PLAN VIEW MYERS SRM4 DUPLEX 0.4 HP PUMPS 2.5" 90- ELBOW 2.5" SCH. 40 PVC FORCEMAIN 0 O2.5"X2.5" TEE 2.5" 90' ELBOW 2.5" GATE VALVE PLAN VIEW 2.5" GATE VALVE (TYP. OF 2) -2.5"X2.5" TEE 2.5" FORCEMAIN TO LEACHING FIELD 2.5" 90' ELBOW 1/4" WEEP HOLE 2.5" MYERSCHECK VALVE DUUPLEXPLEX (TYP. OF 2) PUMPS 5,500 GALLON PUMP CALCULATIONS DESIGN FLOW TO CHAMBER = 2,581 GPD REQUIRED EMERGENCY STORAGE = 2,581 GALLONS EMERGENCY STORAGE PROVIDED = 4,251 GALLONS NUMBER OF DAILY DOSING CYCLES = 3-4 PER DAY DEPTH ASSOCIATED WITH CYCLE = 12 INCHES 96.0 SF X 1.0 FT X 7.48 GAL/CF = 718 GAL/CYCLE DESIGN TOTAL DYNAMIC HEAD = 14 FT DESIGN FLOWRATE (GPM) = 38 GPM THE PUMP SHALL BE A MYERS SRM4 OR APPROVED EQUAL, CAPABLE OF PASSING 2-1/2 INCH SOLIDS, AND DELIVERING 38 GPM AT 14 FT OF TOTAL DYNAMIC HEAD. RAISE INLET & OUTLET COVERS TO GRADE USING SEWER BRICK & MORTAR AS NECESSARY EL 94.40 A •4 INV =92.98 4,251 GAL. z LAG PUMP & EMERGENCY ALARM ON 9'-10" INLET STORAGE 88.06 TEE LEAD 8'-5" PUMP ON A 87.06 6" 6' �K7 PUMP OFF 86.06 EL 85.06 A 4 d 6' MIN. 3/4" TO 1-1/2" CRUSHED STONE CROSS-SECTION VIEW 2" PVC CONDUIT TO CONTROLS 6' A* 2.5" SCH. 40 PVC FORCEMAIN % FLOAT CONTROLS DUPLEX PUMPS (SEE DETAIL) EL. 84.56 NM PUMPS SHALL BE MYERS SRM4 (0.4 HP) OR APPROVED EQUAL AND SHALL BE CAPABLE OF DELIVERING 38 GPM ® 14 FT TOTAL DYNAMIC HEAD 24" DIA. CATCH BASIN GRATE. NEENAH R-3339-A, OR APPROVED EQUIVALENT ELEVATION 5,500 GALLON PUMP CH AM BER - NOT TO SCALE FRAME & GRATE BROUGHT TO FINISH GRADE WITH BRICKS OR REINFORCED CONCRETE GRADING RINGS. FRAME TO BE SET IN FULL BED OF MORTAR FILTER FABRIC OUTLET... 1-1/2" CRUSHED STONE ENVELOPED IN PERMEABLE GEOTEXTILE MIRAFI 140N, OR APPROVED EQUIVALENT 6'-0" DIA. I VARIES 2,000 GAL. PUMP CALCULATIONS 12" OF CRUSHED STONE BELOW DRY WELL i DESIGN FLOW TO CHAMBER = 1,291 GPD REQUIRED EMERGENCY STORAGE = 1,291 GALLONS GRATE OPTIONS PART # DRAWING # THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER EMERGENCY STORAGE PROVIDED = 1,339 GALLONS LOAD RATING -.m- PEDESTRIANISTANDARD LIGHT DUTY 0899CGS 7001-110-194 GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, NUMBER OF DAILY DOSING CYCLES = 3/4 PER DAY SOLID COVER LIGHT DUTY 0899CGC 7001-110-195 I MATERIAL AS DEFINED IN ASTM D2321. DEPTH ASSOCIATED WITH CYCLE = 12 INCHES BRONZE NIA 0899CGB 7001-110-196 BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE 50.0 SF X 1.0 FT X 7.48 GAL/CF = 374 GAL/CYCLE DOME I NIA 0899CGD 7001-110-197 PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. DESIGN TOTAL DYNAMIC HEAD = 14 FT DESIGN FLOWRATE (GPM) = 34 GPM N YLO P L A S T » 8 I N LI N E DRAIN THE PUMP SHALL BE A MYERS SRM4 OR APPROVED EQUAL; CAPABLE OF PASSING 2-INCH SOLIDS, AND DELIVERING 34 GPM AT 14 FT OF TOTAL DYNAMIC HEAD. SCALE: NONE 10'-0" - 24' DIA. COVERS I 6'-0" f I PLAN VIEW RAISE INLET & OUTLET COVERS TO GRADE USING SEWER BRICK & MORTAR AS NECESSARY::, [2" PVC CONDUIT TO CONTROLS NOTES: 1. PUMP CHAMBER SHALL BE STEEL REINFORCED CONCRETE, CAPABLE OF WITHSTANDING H-20 LOADING. 2. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT FROM THE FACTORY. 3. INLET TEE SHALL BE SCH. 40 PVC AND SHALL BE LOCATED UNDER MANHOLE FOR EASE OF MAINTENANCE. 4. POWER CABLES TO BE PLACED IN CONDUIT IN ACCORDANCE WITH LOCAL BUILDING AND WIRE CODES. 5. 1/4" WEEP HOLE TO BE DRILLED BETWEEN THE QUICK DISCONNECT COUPLING AND THE TANK WALL ON THE BOTTOM OF THE FORCE MAIN. 6. PUMP AND ALARM SHALL BE WIRED ON SEPARATE CIRCUITS. 7. 2" PVC CONDUIT TO CONTROL BOX SHALL EXTEND THROUGH THE CONCRETE RISER. 8. ALL UNUSED KNOCKOUTS SHALL BE FILLED WITH HYDRAULIC CEMENT. 9. THE QUICK DISCONNECT SHOULD BE ACCESSIBLE FROM WITHIN THE RISER. EL 94.30 6" INV.=93.05 a n 2" SCH. 40 PVC 1,473 GAL Tz LAG PUMP & EMERGENCY ALARM ON FORCEMAIN 8'-7" INLET STORAGE 89.22 % TEE LEAD 7'-4" PUMP ON FLOAT A 88.22 CONTROLS 6" 6" KZ PUMP OFF 87.22 EL 86.2-2 DUPLEX PUMPS (SEE DETAIL) Ar- roe d j EL 85.72 6" MIN. 3/4" TO 1-1/2- CRUSHED STONE CROSS-SECTION VIEW NOTE PUMPS SHALL BE MYERS SRM4 (0.4 HP) OR APPROVED EQUAL AND SHALL BE CAPABLE OF DELIVERING 34 GPM 0 14 FT TOTAL DYNAMIC HEAD 2.000 GALLON PUMP CHAMBER NOT TO SCALE MYERS SRM4 DUPLEX 0.4 HP PUMPS 2" 90' ELBOW 2" SCH. 40 PVC p ^ FORCEMAIN 2"X2" TEE 2" 90' ELBOW 2" GATE VALVE PLAN VIEW 2" GATE VALVE (TYP. OF 2) 1/4' WEEP HOLE MYERS DUPLEX PUMPS- C -1 -•2" FORCEMAIN TO LEACHING FIELD 2" 90• ELBOW 2" CHECK VALVE (TYP. OF 2) ELEVATION 4/1/22 BRIAN G_ YERGATIAN DATE PROFESSIONAL ENGINEER CAPE COD INFLATABLE PARK 492 498 512 518 5267 & 532 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) DETAIL SHEET II OCTOBER 8, 2021 REVISIONS: NO. DATE DESC. 1 10/18/21 DESIGN REVIEW COMMENTS 2 10/22/21 SPR COMMENTS 3 12/2/21 STORMWATER PEER REV. 4 12/22/21 ZBA COMMENTS 5 1 /12/22 DRAINAGE & UTILITIES 6 2/28/22 UPDATE UTILITY INFO 7 4/1 /22 REVISED GRADING PREPARED FOR: SANDBAR MANAGEMENT 512 ROUTE 28 WEST YARMOUTH, MA 02673 0 DC �l.tjp 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 0 2021 BSC Group, Inc. SCALE: AS NOTED FILE: Projects-YAR\4859205\C\D\4859205-SP.dwg DWG.: 5474-0 SHEET C-201 JOB. NO:4-8592.05 CV N O N s O VICINITY MA NORTH REGIONAL MAP or AERIAL VIEW OF SITE nl GENERAL LOCATION NORTH 51TE LOCATION, BARNSTABLE COUNTY p� a CAPE COD INFLATABLE PARK LMAN EALTH DEPT. WEST YARMOU H, MA55ACHU5E T5 10 MEMBER TO OBTAIN LOCATION OF PARTICIPANTS' UNDERGROUND FACT LITI ES BEFORE YOU DIG IN MASSACH USETTS �((( z DIG SAFE 5Y5TFMa INC. C '''' - 8 I I OR 1-888-344-7233 `SrSTEMs \N��� MASSACHUSETTS STATUTE CHAPTER 62, SECTION 40 REQUIRES MIN. 3 WORK DAYS NOTICE BEFORE YOU EXCAVATE. SHEET INDEX AQO.0 I TITLE SHEET - REVISED 3/ 1 G/22 AQO.02 GENERAL NOTES 'AQ0.03 51TE PLAN - REVISED 3/ I G/22 AQO.04 WAVE POOL AREA PLAN VIEW REVISED 3/ 1 G/22 AQO.05 NORTHERN POOL AREA PLAN VIEW - REVISED 3/ 1 G/22 AQO.OG NORTHERN POOL AREA OVERALL PIPING PLAN REVISED 3/ I G/22 AQ 1.00 WAVE POOL PLAN VIEW - REVISED 3/ 1'G122 AQ 1 .01 WAVE POOL PIPING PLAN - REVISED 3/ 1 G/22 AQ 1.02 WAVE POOL SECTION VIEWS - Kf-V15Eb 211 G/22 AQ 1.03 WAVE POOL SECTION VIEWS PF»ISFr? 3/ 1 G/22 AQ 1.04 WAVE POOL EQUIPMENT BUILDING VIEWS REVISED 3/ 1 5/22 AQ 1.05 WAVE POOL PIPING SCHEMATIC AND EQUIPMENT LIST- REVISED 3/ 1 G/22 AQ3.00 FLOWKIDER PLAN VIEW REVISED 3/ 1 Q22 AQ3.0 1 FLOWRIDEK PIPING PLAN AQ3.02 IfLOWRIDER SECTION VIEWS AQ3.03 FLOWKI DER SECTION VIEWS AQ3.04 FLOWKIDER PIPING SCHEMATIC AND EQUIPMENT L15T - REVISED 3/ 1 G/22 AQ 10.00 WAVE POOL EQUIPMENT ROOM AND MEP NOTES - REVISED 211 G122 AQ 10.01 NORTHERN EQUIPMENT ROOM AND MEP NOTES - REVISED 211 G/22 AQ20.00 STANDARD POOL DETAILS AQ20.01 STANDARD POOL DETAILS AQ20.02 STANDARD POOL DETAILS AQ20.03 STANDARD POOL DETAILS AQ20.04 STANDARD POOL DETAILS - REVISED 3/3/22 AQ20.05 STANDARD POOL DETAILS - REVISED 3/3/22 AQ20.OG STANDARD POOL DETAILS -REVISED 3/3/22 AQ20.07 STANDARD POOL DETAILS AQ 20.08 STANDARD POOL DETAILS AQ20.09 STANDARD POOL DETAILS REVISED 3/3/22 AQ30.00 WAVE POOL DIMEN51ONAL PLAN AQ30.02 FLOWRIDER POOL DIMENSIONAL PLAN - REVISED 3/ I G/22 COUN f� v v R/A"MAKER employee -owned N (608) 643-4100 www.ramaker.com E N L AQUATIC DEVELOPMENT GROUP41 ° s D N 7 ICI Certification * 5eal: s - I hereby certify that this plan, specification, or report was prepared s_ v by me or under my direct supervision and that I am a duly Licensed s Professional Engineer under the laws of the State of Massachusetts. v 7 0 OF yN �o JAMES R. SKOWRONSKI 0 CIVIL 7 No. 47833 v NAL zi v 4, 3/1 G2022 i R gistered Urvil Engineer iynature: Date: 7 v U THESE PLANS HAVE BEEN DEVELOPED WITH THE INTENT TO MEET MA55ACHU5ETT5 TITLE 105 CMR 435.00 - THE MINIMUM STANDARDS FOR SWIMMING POOLS. OWNER/ARCHITECT SHALL BE RESPONSIBLE FOR ENSURING THE REMAINING ELEMENT5 OF THE PROJECT MEET SAID REQUIREMENTS. IF I55UE5 RELATED TO THE MEETING THE REQUIREMENTS OF TITLE 105 CMR 435.00 ARE DISCOVERED, PLEASE NOTIFY THE ENGINEER OF RECORD IMMEDIATELY. ALL POOL DRAIN COVERS MUST MEET ANSI/APSP/ICC- I G 2017. ALL BASINS SUCTION OUTLETS HAVE BEEN DESIGNED WITH VGBA COMPLIANT SUCTION OUTLETS AND FITTINGS. PROJECT I N EORMATION PROJECT DATA: NAME: CAPE COD INFLATABLE PARK ADDRESS: 5 18 MAIN STREET, ROUTE 28 WEST YARMOUTH, MA 02G73 COUNTY: 15ARN5TABLE OWNER: CAPE COD INFLATABLE PARK 51 2 MAIN 5TREET WEST YARMOUTH, MA 02G73 CONTACT: JOE MARRAMA EMAIL:JOE.MARRAMA@GMAIL.COM AQUATIC ENGINEER: RAMAKER * A55OCIATE5, INC. 855 COMMUNITY DRIVE SAUK CITY, WI 53583 PH.: (G08) G43-4100 CONTACT: JAMES 5KOWRON5KI, P.E. PROJECT MANAGER: NICK DEINE5 EMAIL: NDEINE5@RAMAKER.COM POOL CONTRACTOR: AQUATICS DEVELOPMENT GROUP PH.: (5 18) 763-0038 CONTACT: BRYAN ME5KILL EMAIL: BRYAN.ME5KILL@AQUATICGROUP.COM gar i k 47 3;`ati n 75 0 N 0 Ln E v s 0 E ci E v s s_ 0 v E v 0 L L,3 3/ 1 6/22 DOH REVISION L v 211 6/22 DOH REVISION v MARK DATE DESCRIPTIONDATE z Is uED. 01 /25/2022 U PHASE: STATE SUBMITTAL T U PROJECT TITLE: Q CAPE COD I N IF LATAB LE PARK 0 0 M PROJECT OWNER: CAPE COD I NfLATABLE PARK PROJECT LOCATION: WE5T YARMOUTH, o MA55ACH U5ETT5 0 SHEET TITLE: TITLE 5 H E ET ° v SCALE: NONE ° v E NUMBER 52987 U SHEET AQO.O I .NUMBER lJ Is- E Q CV CV 0 CV s L 0 C.� 0 E I N N O c� O N _O 51 75 a� L S m x N N N O z 75 O ^U l ` N Ln U 1-- Q U l N Lf� O N LLn GENERAL: CONCRETE: 1. REFER TO RAMAKER * ASSOCIATES POOL CONSTRUCTION DRAWINGS AND PROJECT SHOP DRAWINGS FOR PUMP, PIPING, 1. ALL CONCRETE SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI CONCRETE AND REINFORCING REQUIREMENT5. 3 18), THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS (ACI 30 1) AND LOCAL BUILDING CODES. ALL CONCRETE WORK SHALL BE AS SPECIFIED AND RECOMMENDED BY ACI FIELD REFERENCE MANUAL 2. ALL DIMEN51ON5 OTHER THAN PURELY STRUCTURAL DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE SP- 15. SPECIAL COLD WEATHER (ACI 30G) OR HOT WEATHER (ACI 305) CONCRETING PRACTICES SHALL BE FIELD COORDINATED BY THE CONTRACTOR WITH RAMAKER * ASSOCIATES. ANY INCONSISTENCIES SHALL BE REPORTED TO UTILIZED WHENEVER APPROPRIATE. ALL 5HOTCRETE SHALL AL50 CONFORM TO THE REQUIREMENTS OF ACI RAMAKER $ ASSOCIATES BEFORE PROCEEDING WITH THE WORK. 50GR-05 GUIDE TO 5HOTCRETE. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD. NOTIFY RAMAKER * ASSOCIATES 2. 5HOTCRETE SHALL HAVE A MAXIMUM 3/8" STONE AGGREGATE AND CAST IN PLACE CONCRETE SHALL HAVE A IMMEDIATELY, IN WRITING, OF ANY FIELD CONDITION UNCOVERED DURING CONSTRUCTION THAT 15 NOT CON515TENT WITH MAXIMUM I " STONE AGGREGATE. EACH SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 P51 AT 28 THE PLANS. DAYS. PROVIDE 5% +/- I % AIR -ENTRAINMENT FOR ALL EXTERIOR CONCRETE. 4. THE CONTRACTOR SHALL REVIEW AND APPROVE ALL SHOP DRAWING SUBMITTALS OF SUB CONTRACTORS AND SUPPLIERS 3. ALL REINFORCING BARS SHALL BE DEFORMED BARS CONFORMING TO REQUIREMENTS OF A5TM SPECIFICATION PRIOR TO SUBMITTAL TO RAMAKER * ASSOCIATES FOR REVIEW. SHOP DRAWINGS NOT BEARING THE CONTRACTOR'S AG 15, GRADE GO UNLESS OTHERWISE NOTED. APPROVAL STAMP WILL NOT BE REVIEWED AND WILL BE RETURNED NOT APPROVED. SHOP DRAWING SUBMITTAL IS REQUIRED FOR, BUT NOT LIMITED TO, REINFORCING STEEL LAYOUT AND STRUCTURAL STEEL FOR SLIDES AND POOL BASIN, POOL 4, REINFORCING SHALL BE SECURELY TIED IN ITS PROPER PLACE BEFORE AND DURING POURING OPERATIONS RECIRCULATION EQUIPMENT AND POOL DECK EQUIPMENT. USING APPROVED CHAIRS AND SPACERS AS REQUIRED. 5. UNLESS OTHERWISE NOTED, DETAILS SHOWN ON ANY DRAWING ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR 5. THE CONCRETE CONTRACTOR SHALL INSTALL OR GIVE OTHER TRADES AMPLE OPPORTUNITY TO INSTALL ALL CONDITIONS. ANCHORS, BOLTS, PLATES, NAILS, SLOTS, CHASES PIPE 5LEEVE5 ETC., A5 REQUIRED BY THESE TRADES. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE SETTING SCREEDS AND FORMS. G. UNLE55 OTHERWISE NOTED ALL FOOTINGS, PILES, CAISSONS AND PIERS SHALL BE CENTERED UNDER SUPPORTED MEMBERS. G. PROVIDE CLEARANCES FROM FACES OF CONCRETE TO REINFORCEMENT AS FOLLOWS UNLESS OTHERWISE SPECIFIED: 7. WHEREVER SLEEVES ARE INSERTED IN CONCRETE SLABS, BEAMS OR WALLS, THEY SHALL CONSIST OF PVC PIPE. SLABS ON FILL...... 3" BEAMS.. .. ...... IY2" 8. THE ENGINEER WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, 5EQUENCE5 OF FOOTINGS.............3" PROCEDURES OR CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND PROGRAMS INCIDENT THERETO, AND THE ENGINEER WALL5..................2" EXTERIOR FACE, 2" INTERIOR FACE WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO PERFORM THE WORK IN ACCORDANCE WITH THE CONTRACT PIERS...................2" EXTERIOR FACE DOCUMENTS. DO NOT CUT OR D15PLACE REINFORCING STEEL TO ACCOMMODATE INSTALLATION OF EMBEDDED ITEMS UNLESS 9. POOL CONFIGURATION SHALL MEET PUBLISHED STANDARDS OF MASSACHUSETTS DEPARTMENT OF PUBLIC HEALTH APPROVED BY THE ENGINEER. COORDINATE INSTALLATION OF SLEEVES, PIPES AND CONDUIT WITH THE PLACING DEPARTMENT OF PUBLIC HEALTH AND THE NATIONAL SPA * POOL INSTITUTE. Of REINFORCING STEEL TO ENSURE THAT IT DOES NOT NEED TO BE CUT OR D15PLACED. 10. POOL CONTRACTOR SHALL PROVIDE OWNER WITH OPERATING MANUAL FOR FILTRATION EQUIPMENT. THESE MANUALS 7. ALL HORIZONTAL SURFACES INTENDED FOR FOOT TRAFFIC SHALL RECEIVE A NON -SLIP AND IMPERVIOUS SHALL BE OF A PERMANENT NATURE AND INCLUDE ALL DRAWINGS, ILLUSTRATIONS, OPERATING PROCEDURES, CHARTS, LIGHT -BROOM FINISH. STAMPED CONCRETE OR ANY OTHER SURFACES THAT RETAIN WATER ARE NOT ALLOWED. PARTS LIST, AND DATA LISTS. MANUALS SHALL BE EA51LY READ AND UNDERSTOOD. THEY SHALL BE SECURELY ATTACHED TO FILTER SHELL. DATA LIST SHALL CONTAIN THE FOLLOWING INFORMATION: 8. CONCRETE SURFACES EXPOSED TO VIEW SHALL BE SOUND AND DENSE. PULL TIE RODS TO THE FULL LENGTH A. FILTER MANUFACTURER'S MODEL NUMBER OF CONES. WHERE PATCHING OF HONEYCOMBS AND VOIDS 15 REQUIRED, IT SHALL BE DONE AS SOON AS B. FILTER SERIAL NUMBER POSSIBLE AFTER THE REMOVAL OF THE FORMS. REPAIR AND PLUG TIE HOLES AND HONEYCOMBS WITH C. EFFECTIVE FILTER AREA IN SQUARE FEET NON -SHRINK CEMENT BASED PRODUCTS ACCORDING TO MANUFACTURERS INSTRUCTIONS. D. DE51GN FLOW RATE IN GALLONS PER MINUTE E. MAXIMUM WORKING PRESSURE 9. ALL LAPS SHALL BE "B" SPLICES UNLESS NOTES OTHERWISE ON THE DRAWINGS OR UNLESS SPECIAL CARE 15 F. MANUFACTURED DATE TAKEN FOR THE REINFORCING TO BE DETAILED AND PLACED TO PROVIDE STAGGERED LAPS. SPECIAL PLACEMENT AND SPLICING OF REINFORCEMENT USED IN 5HOTCRETE APPLICATIONS SHALL CONFORM TO THE REQUIREMENTS 1 1. WHERE AIR RELEASES ARE INSTALLED ON FILTER(5), THE FOLLOWING STATEMENT SHALL BE PLACED WITHIN THE AREA OF THE OF IBC-20OG SECTION 19 13.4. AIR RELEASE 50 AS TO BE CLEARLY V1515LE: "WARNING. DO NOT START UP THE SYSTEM AFTER MAINTENANCE WITHOUT FIRST OPENING THE AIR RELEASE AND PROPERLY A55EMBLING THE FILTER AND SEPARATION TANK." 10. ALL CONCRETE SHALL BE CURED FOR A MINIMUM OF SEVEN DAYS. ANY UNFIN15HED SHOTCRETE WORK SHALL NOT BE ALLOWED TO STAND FOR MORE THAN 30 MINUTES UNLESS EDGE5 ARE SLOPED TO A THIN EDGE, UNLE55 12. POOL CONTRACTOR TO PROVIDE OWNER WITH INSTRUCTIONS ON POOL DRAINAGE AND WINTERIZING IF REQUIRED. DETAILED OTHERWISE. PRIOR TO PLACING ADDITIONAL MATERIAL ADJACENT TO PREVIOUSLY APPLIED WORK, ALL INSTRUCTIONS SHALL INCLUDE DRAWINGS SHOWING PIPE AND VALVE LOCATIONS AS TAGGED BY THE POOL CONTRACTOR, EDGE5 SHALL BE CLEANED AND WETTED. ALL VALVES SHALL BE TAGGED WITH PIPE FLOW DIRECTIONS INDICATED. 1 1. ALL CONCRETE REINFORCING WITHIN THE POOL AREA TO BE BONDED AND GROUNDED ELECTRICALLY IN 13. ALL METAL COMPONENTS A550CIATED WITH THE POOL AREA (INCLUDING PUMPS) SHALL BE ELECTRICALLY BONDED AND ACCORDANCE WITH NATIONAL, STATE, AND LOCAL CODES, BY THE ELECTRICAL CONTRACTOR. GROUNDED IN ACCORDANCE WITH NATIONAL, STATE AND LOCAL CODES. 12. CALCIUM CHLORIDE AND OR ADMIXTURES CONTAINING CHLORIDE SHALL NOT BE USED. 14. ALL POOL HEATERS TO BE INSTALLED IN ACCORDANCE WITH STATE AND LOCAL CODES. 13. REFER TO THE FOLLOWING TABLE FOR REINFORCING BAR DEVELOPMENT AND SPLICE LENGTHS: 15. 5UB-501L UNDER POOL SHALL HAVE A MINIMUM BEARING STRENGTH OF 3000 P5F. GENERAL CONTRACTOR SHALL VERIFY SOIL CONDITIONS. I G. PLANS ARE FOR POOLS ONLY. BUILDING, VENTILATION, ELECTRICAL, PLUMBING AND GAS PIPING ARE NOT PART OF THI5 PLAN. 17. POOL DESIGNER ASSUMES NO RESPONSIBILITY FOR STRUCTURES AND EQUIPMENT MANUFACTURED BY OTHERS. DESIGNER SHALL NOT TAKE RESPONSIBILITY FOR OPERATION AND MANAGEMENT OF POOL FACILITIES. 18. THE POOL CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE INSTALLATION OF THE THE SYSTEMS INCLUDED IN THESE DOCUMENTS. UNLE55 NOTED OTHERWISE, THE CONTRACTOR SHALL PROVIDE ALL COMPONENTS NECESSARY FOR A COMPLETE INSTALLATION, 19. ALL EXPOSED PIPING AND VALVES TO BE CLEARLY LABELED TO INDICATE FUNCTION AND FLOW DIRECTION. 20. CONTRACTORS SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES, DETAILS, AND COSTS FOR A COMPLETE INSTALLATION RESULTING FROM SUBSTITUTION OF COMPONENTS. 2 1. IF APPLICABLE, OPTIONS ARE FOR THE CONTRACTORS CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES RESULTING FROM CHOOSING AN OPTION AND SHALL COORDINATE ALL DETAILS. THE COST OF ADDITIONAL DE51GN SERVICES OR MATERIAL C05T NECESSITATED BY SELECTION OF AN OPTION SHALL BE BORNE BY THE CONTRACTOR. 22. POOL CONTRACTOR SHALL PRESSURE TEST ALL PIPING PRIOR TO BACKFILLING AND IMMEDIATELY PRIOR TO POURING OF THE DECK. 23. WATER SERVICE 15 PROVIDED BY THE TOWN OF WEST YARMOUTH. 24. THE POOL OWNER SHALL PROVIDE THE FOLLOWING ITEMS IN THE IMMEDIATE VICINITY OF THE POOL: A. EMERGENCY TELEPHONE AND EMERGENCY CONTACT LIST. B. DRINKING FOUNTAIN C. H05E BIB WITH VACUUM BREAK. 25. THE POOL OWNER SHALL ENSURE THE RE5TROOM AND DRESSING FACILITIES, INCLUDING THE TOILETS, SHOWERS, LOCKERS, AND FURNITURE ARE IN GOOD CONDITION AND SANITARY. THE OWNER SHALL AL50 ENSURE SOAP IN PERMANENTLY INSTALLED DISPENSERS IS CONTINUALLY AVAILABLE AT EACH SINK AND SHOWER, INDIVIDUAL TOWELS IN DISPENSERS OR HOT AIR DRYERS AT EACH SINK, AND TOILET T155UE IN PERMANENTLY INSTALLED D15PEN51NG DEVICES. 2G. FOR EACH 2O00 SQUARE FEET OF WATER SURFACE AREA OR FRACTION THEREOF, THE POOL OWNER SHALL PROVIDE AND INSTALL THE FOLLOWING ITEMS IN THE IMMEDIATE VICINITY OF THE POOL. A. RING BUOY AND 4' POLYETHELENE ROPE, 1-1 /2 TIMES THE WIDTH OF THE POOL, U.S. COAST GUARD APPROVED B. RESCUE TUBE 1. SPINE BOARD (ONLY AT POOLS REQUIRING LIFEGUARDS) J. RESCUE HOOK K. 24 UNIT STANDARD FIRST AID KIT INCLUDING TWO BLANKETS L. SPINE BOARD (ONLY AT POOLS REQUIRING LIFEGUARDS) M. ANY OTHER SAFETY EQUIPMENT REQUIRED BY STATE AND LOCAL CODE 27. THE POOLS HAVE BEEN DESIGNED TO WITHSTAND ALL ANTICIPATED HYDRAULIC STRUCTURAL LOADING FOR BOTH FULL AND EMPTY CONDITIONS. 28. THE POOLS SHALL BE CONSTRUCTED OF MATERIALS THAT PROVIDE A RIGID WATERTIGHT SHELL WITH A SMOOTH IMPERVIOUS FINISH THAT 15 NON -TOXIC AND EA51LY CLEANED. THE FLOOR IN THE SHALLOW AREA (5 FEET OR LESS) SHALL HAVE A SLIP RESISTANT FINISH. 29. ALL POOL INTERIORS SHALL BE LIGHT IN COLOR HAVING A VALUE OF G.5 OR GREATER ON THE MUN5ELL COLOR ORDER SYSTEM IF NOT OTHERWISE SPECIFIED BY LOCAL CODE. ALL COLORS, PATTERN OR DEMARCATION LINES MAY NOT NEGATIVELY IMPACT THE OBSERVER'S VISUALIZATION OF BATHERS. ALL DEMARCATION LINES SHALL BE Of CONTRASTING COLOR TO THE POOL INTERIOR, 30. POOL FACILITY MUST COMPLY WITH THE NATIONAL ELECTRIC CODE. 3 1. POOL CONTRACTOR TO PROVIDE ENGINEER WITH RECORD DRAWINGS SHOWING A5-13UILT LOCATION OF PIPING. 32, THESE PLANS HAVE BEEN DEVELOPED WITH THE INTENT TO MEET THE 2010 ADA STANDARDS FOR ACCE5515LE DESIGN. THE ENGINEER OF RECORD SIGNING THESE DRAWINGS 15 RESPONSIBLE FOR DESIGNING THE POOLS TO BE ADA ACCE5515LE FROM THE POOL DECK. THE OWNER/ARCHITECT SHALL BE RESPONSIBLE FOR ENSURING THE REMAINING ELEMENTS OF THE PROJECT MEET THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN (OR LOCAL JURISDICTION ADAPTATIONS, IF APPLICABLE), SUCH AS ACCESS ROUTES, DRINKING FOUNTAINS, RESTROOM FACILITIES, BUILDING TRAVEL, DOOR ACCESS, 51GNAGE, ETC. IF ISSUES RELATED TO ADA ACCESS ARE DISCOVERED, PLEASE NOTIFY THE ENGINEER OF RECORD IMMEDIATELY. Reinforcing Bar Development and Splice Lengths for f'c = 4000 psi and fy= 60 ksi Tension Development Class "B" Splice Std. 90 de . Hook Compression Bars Bar Size Top Bar Other Bar Ldt Ldo Top Bar Lbt Other Bar Lbo Embed. Ldh Leg, Length Lh Develop. Ldc Splice _. in. in. in. in. in. in. in. in._ #3 12 12 16 16 6 6 8 12 #4 15 12 19 16 _ 7 8 9 _ 15 #5 18 14 24 18 8 10 12 19 29.. #6 22 17 22 10 12 14 s 23 #7 32 25 42 32 12 14 17 ' 26 #8 37 28 48 37 13 16 19 30 #9 #10 46 35 57 44 60 74 46 57 15 19 17 22 21 24 1 34 38 #11 _ 68 52 .. 88 68 19 24 _ 27 ,_.. 42 --- #14 #18 93 I 72 151 116 _ --- --- 32 31 43 41 32 43 --- --- NOTES: 1. STRAIGHT DEVELOPMENT AND CLA55 "B" SPLICE LENGTHS SHOWN IN ABOVE TABLE ARE BASED ON UNCOATED BARS ASSUMING CENTER -TO -CENTER BAR SPACING = 12" WITHOUT TIES OR 5TIRRUP5 AND BAR CLEAR COVER = 2". NORMAL WEIGHT CONCRETE WITH NO TRANSVERSE REINFORCING ARE BOTH ASSUMED. NO EXCE55 REINFORCING 15 ASSUMED. 2. STANDARD 90 DEGREE HOOK EMBEDMENT LENGTHS ARE BASED ON BAR SIDE COVER = 2.5" AND BAR END COVER = 2" WITHOUT TIES AROUND HOOK. 3. TABLE DOES NOT REFLECT SPECIAL SEISMIC CONSIDERATIONS FROM ACI 3 1 8-05, CHAPTER 2 1. LIFEGUARD STAFFING: THE DEVELOPMENT AND IMPLEMENTATION OF A LIFEGUARD STAFFING PLAN 15 THE RESPONSIBILITY OF THE OWNER. IT IS RECOMMENDED THAT THE OWNER REVIEW THE LIFEGUARD STAFFING REQUIREMENTS WITH A CONSULTANT SPECIALIZING IN POOL SAFETY OR THE AMERICAN RED CROSS. OWNER 15 RESPONSIBLE FOR OBTAINING APPROVAL OF THE LIFEGUARD STAFFING PLAN FROM THE STATE OF MA55ACHU5ETT5 DEPARTMENT OF PUBLIC HEALTH AND/OR COMMERCE. SIGNAGE REQUIRED FOR POOLS: THE POOL OWNER 15 TO PROVIDE POOL AND/OR SPA 51GNAGE MEETING THE REQUIREMENTS OF THE STATE OF MASSACHUSETTS DEPARTMENT OF PUBLIC HEALTH AND THE REQUIREMENTS OF THE FEATURES MANUFACTURER. THE OPERATOR SHALL ENSURE THE POOL USE RULES GOVERNING SAFETY AND SANITATION ARE POSTED AND ENFORCE THESE RULES. THE POOL/5PA RULES AND REGULATION SIGNAGE SHOULD BE EASILY READABLE AND POSTED IN A CONSPICUOUS PLACE IN THE POOL/5PA AREAS AND RE5TROOM5. LETTERING MUST BE CLEAR, LEGIBLE, AND AT LEAST ONE INCH HIGH UNLESS OTHERWISE NOTED. 1) NO PERSON HAVING A COMMUNICABLE DISEASE SHALL BE EMPLOYED OR WORK AT A SWIMMING, WADING, OR SPECIAL PURPOSE POOL 2) THE FOLLOWING REGULATION SHALL BE ENFORCED BY THE OPERATOR: A. NO BATHER SHALL ENTER THE POOL UNLESS A CLEANSING SHOWER IS TAKEN FIRST. B. NO BATHER SHALL WEAR A BATHING SUIT THAT 15 UNCLEAN C. NO PERSON SUFFERING FROM A FEVER, COUGH, COLD, INFLAMMATION OF THE EYES, NASAL OR EAR DISCHARGES, OR ANY COMMUNICABLE DISEASE SHALL BE ALLOWED THE USE OF THE POOL. D. NO PERSON WITH SORES OR OTHER EVIDENCE OF SKIN DISEASE, OR WHO 15 WEARING A BANDAGE OR MEDICAL COVERING OF ANY KIND, SHALL BE ALLOWED THE USE OF THE POOL. E. NO PERSON SHALL SPIT IN OR IN ANY OTHER WAY CONTAMINATE THE POOL, OR ITS FLOORS, WALKWAYS, AISLES, OR DRESSING ROOMS. F. NO GLASS, WITH THE EXCEPTION OF SHATTERPROOF LIGHT SHIELDS, SHALL BE PERMITTED IN THE POOL OR ON THE WALKWAYS WITHIN EIGHT FEET OF THE POOL. G. NO PERSON SHALL BRING OR THROW INTO THE POOL ANY OBJECT THAT MAY IN ANY WAY CARRY CONTAMINATION OR ENDANGER THE SAFETY OF BATHERS. 3) THE OPERATOR SHALL CAUSE A SIGN TO BE PLACED AT THE ENTRANCE OF THE POOL ENCLOSURE, OR ON THE WALL OF THE DRESSING ROOM WHERE ONE 15 PROVIDED, WHICH READS 5U55TANTIALLY AS FOLLOWS: A. ALL PERSONS ARE REQUIRED TO TAKE A CLEANSING SHOWER BEFORE ENTERING THE POOL. B. NO PERSON WITH A COMMUNICABLE DISEASE 15 ALLOWED TO USE THE POOL. 4) THE OPERATOR OF SPECIAL PURPOSE POOLS SHALL INCLUDE ON THE SIGN THE FOLLOWING WARNINGS: A. DO NOT USE WHEN ALONE. B. DO NOT USE WHILE UNDER THE INFLUENCE OF ALCOHOL, ANTICOAGULANTS, ANTIHISTAMINES, VASOCONSTRICTORS, STIMULANTS, HYPNOTIC5, NARCOTICS, OR TRANQUILIZERS. C. ELDERLY PERSONS, PREGNANT WOMEN, AND PERSONS SUFFERING FROM HEART DISEASE, DIABETES, HIGH OR LOW BLOOD PRESSURE SHOULD NOT USE THI5 POOL UNTIL THEY CONSULT WITH THEIR PHYSICIAN. D. DO NOT USE THE POOL WHEN THE WATER TEMPERATURE 15 GREATER THAN 1 04°F. E. OBSERVE A REASONABLE TIME LIMIT (E.G. TEN MINUTES), THEN SHOWER, COOL DOWN AND IF YOU WHI5H RETURN FOR ANOTHER BRIEF STAY. LONG EXPOSURES MAY RESULT IN NAUSEA, DIZZINESS OR FAINTING. F. THE USE OF OILS AND BODY LOTION BY BATHERS 15 PROHIBITED. 5) THE OPERATOR OF SPECIAL PURPOSE POOLS SHALL PROVIDE A PERMANENTLY MOUNTED CLOCK, WITH A LARGE DIAL, LOCATED AS TO BE EASILY READABLE BY BATHERS AT THE POOL. IN ADDITION TO THE ABOVE RULES: I . POOLS WITH 200 SQUARE FEET IN AREA OR GREATER THAT DO NOT HAVE AN APPROVED DIVING WELL CONFIGURATION SHALL HAVE "NO DIVING" SIGNS IN AT LEAST 4 INCH HIGH LETTERS. 2. WAVE POOLS SHALL HAVE SIGNAGE AS REQUIRED BY THE WAVE EQUIPMENT MANUFACTURER. POST 51GNAGE IN THE AREA OF THE WAVE POOL AS REQUIRED. 3, FLOWRIDER POOLS SHALL HAVE 51GNAGE AS REQUIRED BY THE EQUIPMENT MANUFACTURER. F05T SIGNAGE IN THE ARE OF THE FLOWRIDER POOL AS REQUIRED. 51GNAGE NOTE: IT 15 RECOMMENDED THAT THE OWNER REVIEW SIGN REQUIREMENTS WITH A CONSULTANT SPECIALIZING IN POOL SAFETY OR THE AMERICAN RED CROSS, THE OWNER 15 RESPONSIBLE FOR OBTAINING APPROVAL FROM THE STATE OF MASSACHUSETTS DEPARTMENT OF PUBLIC HEALTH AND/ OR COMMERCE FOR ALL 51GNAGE. CONFIDENTIALITY: THIS DOCUMENT CONTAINS CONFIDENTIAL OR PROPRIETARY INFORMATION OF RAMAKER ASSOCIATES, INC. NEITHER THIS DOCUMENT NOR THE INFORMATION HEREIN IS TO BE REPRODUCED, DISTRIBUTED, USED OR D15CL05ED EITHER IN WHOLE OR PART EXCEPT AS SPECIFICALLY AUTHORIZED BY RAMAKER * ASSOCIATES, INC. RA"'MAKER employee -owned (608) 643-4100 www.ramaker.com Certlficabon * Seal: I herebycertify that this plan, speafication, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engmeer under the laws of the State of Massachusetts. MARK I DATE I DESCRIPTION DATE 01 /25/2022 155UED: ISSUE STATE 5UBMITTAL PHASE, PROJECT TITLE: CAPE COD INFLATABLE PARK PROJECT OWNER: CAPE COD I NFLATABLE PARK PROJECT LOCATION: WEST YARMOUTH, MA55ACH U5ETT5 SHEET TITLE: GENERAL NOTES 5CALE: NONE NUM BER 52067 NUMBER AQO . O 2 75 o� 0 r z s � IUL.I U v o Q ¢ m 1� O CV I C\I CV O O cR O m N S� c4 51 73 N LL v L N Ln U Q c� 0 Q U 0> CV Ln O CV Ln X X T.O.W. ELEV. = 99.25' LINE OF P BOEL TING —� T.O.W. SLOPES X� \A''X„ ` 5 3'-O" Al _ 8'-0 1 /4" 38'-G" _ 51- I O" A' \ =—I — —— — — 5'-4" I 2'-G" LINE OF SLAB BELOW T.O.W.SLOPES ]-Oil I '-6" II I-G" 1 '-01 IL G'-0" 7'-2" -� 1 7'-101' 5'-0" OPENING T.O.W. ELEV. = 99,25' 4'-0" (BOTH SIDES) I 0 G I /4 1 1 5'-0" i2'-G° 40'-0" TANK WALL (BOTH iSIDES) i iWATER ELEV. = 99'-3" j i 3 2'-0" DECK ELEV. = 98.50' i AT POOL EDGE, TYPICALI 5 1 '-0" 8" ,— T.O.W. ELEV. = 103.42' DECK ELEV. = 98.50' AT POOL EDGE, TYPICAL T.O.W. ELEV. = 105.92" T.O.W. ELEV. 105.92" a Hjh-%v-8Ar;,,C.M NOIZTH ,� � employee-owned (608) 643-4100 www.ramaker.com A1&'A AINDG AQUATIC DEVELOPMENT GROUP I hereby certify that this plan, specification, or report was prepared by me or under my direct 5uper%45ion and that i am a duly Licensed Profe55ional Engineer under the laws of the State of W55achu5ett5. N OF &y`'��y JAMES R. SKOVvR ! nI �' civ .r..u�� 3/08/202 2 Registered Civil Engmeer Signature: Date: T.O.W. ELEV. = 99.25' i -0 i i T.O.W. SLOPES 13'-0 1/4" J 3'-G" 4'-0" MARK DATE DESCRIPTION X DATE 0 1 /25/2022 ISSUED: — i 1SSUE 4' � � ____ — ___- ____ `,;\ PHASE: STATE SUBMITTAL 5 i PROJECT TITLE. CAPE COD T.O.W. SLOPES � G' 411811 k 1 N ELATABLE T.O.W. ELEV. = 59.251DECK ELEV. = 98.50 AT POOL EDGE, TYPICAL \\., PARK 10'-1 3/4° 35'-10° �, j f rI zR PROJECT OWNER: {yw CAPE COD x IN ELATABLE PARK 1 PROJECT LOCATION: a WEST YARMOUTh, .� . — _ X - X x; MA55ACNU5ETT5 Ftlx -x,-x -x -x -x -x -x -x -x -x -® x -x -x -x -x -x -x --x -x -x -x x -x -x -x -x -x -x -x -x x x ® x -x -x -x -x -x -x -x -x -x -x x -x -X -X5HEET TITLE: X -X x X x x X ELOWRI DER x DIMENSIONAL PLAN x-x-x_x_xlx-x-x-x-x x 0 2' 4' 8' 1 x — -y I x n. ' - I I " x 1 7" - 1 /8" = I ' i 2 2" x 34" — I /4" _ I' XPROJECT 52987 AQ30.02 x - --- --- N M BER (U) 3 E O N N N O N In L c� O L 4� 0 75 LE V L co N Ln U Q g Q U N Ln 6 N Ln %x -X X -X X X RAkMAKER NORTH employee-owned .��_� (608) 643-4100 www.rai ak6r..co,,.,m J4DG AQUATIC DEVELOPMENT GROUP Certlficabon � Seal: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Massachusetts. 310812022 Registered Civil ngineer Signature: Date: x— x— x—x —x —x — X MARK DATE DESCRIPTION f X DATE 01 /25/2022 X 155UED: Issue PhA5E: STATE SUBMITTAL x- x- x x- x 1 x x- x x- x PROJECT TITLE: X X CAPE COD X N fLATABLE x I X X PARK I X PROJECT OWNER: -X CAPE COD - IN FLATABLE PARK .,' PROJECT LOCATION: WE5T YARMOUTH, ` MA55ACN U5ETT5 SHEET TITLE: BAR POOL / DIMENSIONAL PLAN 0 2' 4' 8' x 1711 - 1 /8" = 11 } 2 2" x 34" - 1 /4" = 1 ' I o PROJECT 52987 h NUMBER shEET (� NUMBER AQ3O.O3 U N N -u U 0 N N Q E 731 U N 4.3 S N flS 4-il S1 N U -u i S1 0 S 3 i N S -u U N 0 U N 76 4.1 n�n\ W N -6 D .Q L N_ N U 0 i Q� i.. Qi 0 -t� N i Q� S C 0 M E 4-1 0 �i— Q� S i 0 c .N c a� E v 0 7 4.3 s a� S z 4-1 N 0 N Q i Q� E 2 0 0 M E 41 4.1 0 i (6 0 L O i 0 v N 0 U +� c v E v 0 75 N s REMOVE AND DISPOSE OF EXISTING SEPTIC SYSTEM REMOVE AND DISPOSE OF EXISTING SEPTIC SYSTEM REMOVE AND DISPOSE OF EXISTING SEPTIC SYSTEM N/F PAULA MURRAY ASSESSORS MAP 39 PARCEL 330 P.Y0A111:I17 N/F PATRICIA MCNULTY, TR. ASSESSORS MAP 39 PARCEL 329 L 0 T 32 SILTSOXX COMPOST FILTER SOCK N/F GENEVA M SMITHLIN, TR. ASSESSORS MAP 39 :PARCEL 328 PARCEL 312 t S87*23'40'E 173.77' > I j o 67 !� n 1 (000 N ,n to ZN S87`23'40"E 100.00' Q� e �o N 21.50' /3.5.._, u E ABA 18 �. Q N�415, TRAILER � .T TRAILER r o 7#75 DOUG N/F AS GRAHAM ILER ASSESSORS MAP 31 RA LER , •- PARCEL-93 DEED 25057/162 YSTPCKADE FE� 0rill, •• o -f =va o� I :• r. t a • • TURF ,p . : P rN CCABANAONCRETE3`29 20"yLt EXISTING 8.230 GPQ 14 LEACHING SYSTEM N/F TO BE REMOVEDT&C HOLDINGS LLC POOL REMOVE ANQ f • �.f )- .. MAYFLOWER MOTEL n 504 ROUTE 28 a DISPOSE OF r FOOL DEED 32953, PAGE 18 EXISTING AREA STRUCTURES CONCRETE 6 jN F 4 ASSESSORS MAP 310 :c . • POLL c 0 .- / PARCEL 81 T&C H GA LI. C _ 36,869t S.F. IAJ - 498 RdUTE 28 •• .. - •• — : ' . o ttBEACHWAY MOTE o o M �{ o o EXISTING INDIVIDUAL rn •• •• •• • •• • • •• • F- DEED 32953, 0w EQ LEACHING PITS FOR SHED a PAGE 18 N MOTEL ROOMS TO z. .. .. .. .. GRAVEL g® •• 'Ldw SESSORS MAP 1 -� REMAIN 42.0' PARCEL 80 g c� 277483E S.F. O CONCRETEf DEED 22052 N , Z i B f N . �� PUMP 1 PLAN 140 - - . FORMER DONUT FORMER MOVIE , j SHOP LEACHING THEATRE LEACHING C��C ` o #540 R? SYSTEM REMOVED AR7iF1C/4L �'.q£ , o SALTY S SYSTEM REMOVED TIC 86`47'30"W + +-n nn• _ 1 �` N86'4T30"W 110.00' j S .. ,,..,,. � N86'47'30"W 124 92'_._ TEMPORARY a N86` CONSTRUCTION�,� 126.40 w. PLAN BERM BER",ON BLOCK W LL ENTRANCE ( ') _ SLOPED PLANTED AREA - - - SEDIMENT N86`47'28W 140.33, /'OU%E" FILTER INLET N83• PROTECTION ' i 23'S4' W � � 51.25' ..._ -- MAIN S'TREET 372= W PUBLIC --VARIABLE WIDTH 138.42' �R V 4/1 /22 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER CAPE COD INFLATABLE PARK 494, 498, 5127 518, & 525 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PREPARATION PLAN OCTOBER 8, 2021 REVISIONS: NO. DATE DESC. 1 10/18/21 DESIGN REVIEW COMMENTS 2 10/22/21 SPR COMMENTS 3 12/2/21 STORMWATER PEER REV. 4 12/22/21 ZBA COMMENTS 5 1/12/22 DRAINAGE & UTILITIES 6 2/28/22 UPDATE UTILITY INFO 7 4/1 /22 REVISED G R E C E I APR 0 8 2a22 BUILDING DEPARTMENT By PREPARED FOR: SANDBAR MANAGEMENT 512 ROUTE 28 WEST YARMOUTH, MA 02673 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 0 2021 BSC Group, Inc. SCALE: 1" = 40' 0 20 40 80 Fr FILE: Projects—YAR\4859205\C\D\4859205—SP.dwg DWG.: 5474-0 SHEET C-100 JOB. NO:4-8592.05 4/ 1 /22 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER CAPE COD INFLATABLE PARK 492, 498, 512, 518, 526, & 532 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) LAYOUT & MATERIALS PLAN OCTOBER 8, 2021 REVISIONS: NO. I DATE DESC. 1 10/18/21 DESIGN REVIEW COMMENTS 2 10/22/21 SPR COMMENTS 3 12/2/21 STORMWATER PEER REV. 4 12/22/21 ZBA COMMENTS 5 1/12/22 DRAINAGE & UTILITIES 6 2/28/22 UPDATE UTILITY INFO 7 4/1/22 REVISED 'GRADING PREPARED FOR: SANDBAR MANAGEMENT 512 ROUTE 28 WEST YARMOUTH, MA 02673 ;9 BSC GBOUP 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 2021 BSC Group, Inc. SCALE: 1" = 409 mmmvw 0 20 40 80 FUr FILE: Projects-YAR\4859205\C\D\4859205—SP.dwg DWG.: 5474-0 SHEET C-101 JOB. NO:4-8592.05 E O m CV 1 N O 0 L t� O m L N 0 73 N IL ai tL C_ CV Ln U Q 0 Q CV In O CV In 1 0 Q POOL FENCE DESIGNED BY OThER5, SHALL MEET ALL APPLICABLE CODES �J dED MOTEL UNITS SHED SHED MOTEL UNITS POOL SHED SHED 2 STO RY OFFICE/ APARTMENT #512 INDOOR POOL PAINTED PROPOSED FLOWRIDER PROPOSED SWIM UP BAR -T-4 - X I , X X i d X x I p X X I d I X X P + � x I p x x x x PROPOSED ACTIVITY POOL p + WITH BEACH ENTRY X X I I X X � P l X X I b X X X X r x I i I x X d X X T Y X x X I I 1C + X � p X x CJ + 0 X d STOCK X , X t 1 X X b I X x X + X �I X I x x STOP_ SIGN PROPOSED WAVE POOL n 0 PROP05ED NORTHERN FUTURE PROPOSED WATER5LIDE EQUIPMENT ROOM way, 0 - 1 yak o P D e 3Q.0 y i < / ° v'' 4 11 f� c � T b X�, -f- b t� 1 PLANTED BERM A- J � I r ° O � o k 7 ° CONCRETE POOL P O d Y POOQ WATER tEVEt_'� iREQUIREp WATER, DEPTH 3`-6" EXISTING POOL 11 CONCRETE 0 N CONCRETE ® POOL < o z7 O O pEE (!LGRAVEL_ CONCRETE GATE CONCRETE SPLASH PAD/ELEVATED PLAY ® STRUCTURE O �q2y Rl� FR N� O ARTIFICIAL TURF CABANA TYP. C� O in CONC. B OCK WALL �---� SL PED PLANT AREA I?OUTE 28 ..L)l -._ UAIj a O PROPOSED RE5TROOM FACILITIES 0 per katlon *Seal: I hereby certify that this plan, 5peafication, or report was prepared by me or under my direct 5upervi5ion and that I am a duly bcen5e6 Profe55crial Engineer under the laws of the State of Massachusetts. Of Mgss9� JAMES R. yc SKOWRONSKI w CIVIL v 10478 ) 3/08/2022 ' Kegl5tered Civil Engineer Signature: Date: EXISTING POOL 2 STORY z WOOD FRAME O DWELLING U w� MARK DATE DESCRIPTION F'-- I I a -- Ij — DATE 0 I /25/2022 CDISSUED: I— 155UE STATE 5UBMITTAL PHASE: J _ PROJECT TITLE 'PROPOSED POOLS: C A P f C l./ V I WAVE POOL - 12841 S.F., 474' PERIMETER, 552 PATRONS (32 1 RECOMMENDED) FLOW ACTIVITY RIDER POOL751 5GO 5Q FT, CI G2 PERIMETER, 2 PA RONS (43 RECOMMENDED) IN � f LATAE3 ` LL C / BAR POOL - I I GO 5Q FT, 180' PERIMETER, 77 PATRONS (29 RECOMMENDED) �v TOTAL POOL AREAS 173 1 G 5Q FT, 1048 PATRONS (350 RECOMMENDED) PARK I PROJECT OWNER: -' CAPE COD z oil IN FLATABLE PARK / PROJECT LOCATION: i z 0 WEST YARM O UTH , Ix ° #540 MA55ACH U5ETT5 /& ° I "SALTY'S" SHEET TITLE: ° 51TE PLAN o / \ 0 15' 30' GO, // II I I " x 17" I" = GO' f 22 x34"- I"=30' NRO BAIT 52987 NUMBER AQO . O3 U O m CV CV CV O C\j 06 L c6 `s 4� N N lL L CV .ten U 0 d U Cn CV Ln O CV Ln C7 O iX�oX`X_cX Y, ,oX ' X -0X K k'X moo\ �� SEE CIVIL PLANS FOR DECK CONSTRUCTIONS AND DRAINAGE 0 EXI5TIN I I I I I I I I I � I � x I I l I I X x X J r =C v CI C\ / [ = Cl l AT V. b A -4 m d A 4' CLEAR DECK REQUIREMENT HATCH ADDED Y RIVER C\lICT1Al/` O/l/ll Certification * Seal: I hereby certify that this plan, specification, or report was prepared ¢ k , by me or under my direct supervi5lon and that I am a duly Licensed Professional Engmeer under the laws of the State of Massachusetts. OF Ir No.47833 GISTE f 11I I 3/08/2022 1 I11 Registered Civil Engineer Signature: Date: FACILITY NOTES: i/ I. POOL -DECK: i a. DECK ELEVATION AT WAVE POOL EDGES = 95.50' b. DECK ELEVATION AT ACTIVITY POOL EDGES = 95.50 ' c. DECK ELEVATION AT FLOWRIDER POOL EDGES = 98.50' d. DECK ELEVATION AT BARPOOL EDGES = 98.50' e. DECK SHALL SLOPE AT 114" TO 1 /2" PER FOOT TOWARD DRAINS: f. DECK TO BE POURED BY GENERAL CONTRACTOR. COORDINATE WITH DRAIN INSTALLER FOR DECK DRAINS REGARDING DRAIN HEIGHTS AND REQUIRED FINISH. g. DECK DRAINS BY OTHERS, SEE CIVIL PLAN SHEETS FOR INSTRUCTION AND DETAIL. h. RE5TROOM5 SHALL NOT DRAIN TO THE POOL DECK. DECK, RAMPS, BARRIERS, AND BRIDGES, BY OTHERS. j. DECK SURFACE TO HAVE NON -SLIP AND IMPERVIOUS FINISH; f �! SEE CIVIL PLANS. STAMPED CONCRETE OR ANY OTHER SURFACES THAT RETAIN WATER ARE NOT ALLOWED. /i L1 k. DECK SHALL BE CONSTRUCTED TO ADA ACCESSIBLE ROUTE REQUIREMENTS WITH A MAXIMUM 114" PER FOOT CROSS SLOPE. 211 G/22 DOH RFV1510N MARK DATE DESCRIPTION 2. PROVIDE EMERGENCY PHONE IN IMMEDIATE POOL AREA BY OWNER. DATE O I i25/2022 ISSUED: 155UE 5TATE SUBMITTAL PHASE: 3. H05E BIBS WITH VACUUM BREAK BY PLUMBING CONTRACTOR. H05E BIBS TO BE SPACED TO SERVICE COMPLETE DECK AREA PROJECT TITLE: -` WITH A MAXIMUM 100 FT. HOSE. 4. - DRINKING FOUNTAINS BY PLUMBING CONTRACTOR. DRINKING FOUNTAINS TO BE LOCATED IN VICINITY OF POOL. CAPE COD 5. ALL POOL PATRON ENTRANCE DOORS AND GATES TO BE SELF- CLOSING, SELF -LATCHING AND LOCKABLE, TYPICAL - BY I PLAYABLE OTHERS. G. ALL THEMING TO BE DEVELOPED AND INSTALLED BY OWNER Q, K PARK AND/OR OWNER'S THEMING CONTRACTOR. 7. 1 POOL AREA ELECTRICAL BY ELECTRICAL CONTRACTOR: PROJECT OWNER: CAPE COD� ALL WIRING SHALL CONFORM TO ALL APPLICABLE NATIONAL, STATE, AND LOCAL ELECTRICAL CODES. N PLAYABLE PARK j j b. LOCATION OF ELECTRICAL DEVICES SHOWN IS APPROXIMATE. CONSULT WITH POOL CONTRACTOR FOR ACTUAL PROJECT LOCATIONN:, A ���T YAI\M OUTN V V INSTALLATION LOCATION. ALL ELECTRICAL SWITCHES SHALL A MINIMUM OF 5-0" HORIZONTALLY FROM THE BOLL � MASSACH UHTTS EDGED SHEET TITLE: ( c. POOL CONTRACTOR TO COORDINATE WITH ELECTRICIAN FOR I POOL LIGHTS AND JUNCTION BOX LOCATION. cl. SHUT OFF 5WITCHE5 TO BE PROVIDED AND INSTALLED BY THE WAVE POOL AREA ELECTRICAL CONTRACTOR. INSTALL PROTECTIVE FLIP COVERS PLAN VIEW { OVER SHUT-OFF SWITCHES AT EACH LOCATION. e. ELECTRICAL CONTRACTOR RESPONSIBLE FOR ELECTRICAL BONDING AND GROUNDING OF POOL VESSELS AND 0 5' 10' 20' ACCESSORIES TO CONFORM TO NEC REQUIREMENTS. 8. THE POOL AND ADJACENT AREAS THAT ARE INTENDED TO BE USED AFTER DAYLIGHT HOURS MUST BE PROVIDED WITH AREA 1 1 " x 1 7" - 3/G4" = I' 22" x 34"- 3/32" = I' PROJECT 5 2987 NUMBER LIGHTING THAT 15 IN COMPLIANCE WITH THE STATE OF MASSACHUSETTS ADMINISTRATIVE CODE. THI5 LIGHTING TO BE PROVIDED BY THE OWNER OR OWNER'S LIGHTING CONTRACTOR. SHEET QO O /1 A NUMBER `"T . 75 � z �o co LLJ <c � LLJ 1 = v V L E Q 0 cv cV O cV -y 6� 7� 0 v (4 O N N C\I 51 O L O m L N O N L IL N lL L N Ln U Q Q l�- Ln O 6� N lLnn PROPOSED BAR POOL X x I o X I X_ X I ; x x {{ X II I X �c x +f I x I X ?c x ! X j x X i I X I X I I b X �C x ° 1 X x I 1< X Q I X X I X X 4 I x X I X I b ({ 1 X I I �C X x I I X X I x � X € I I X x x i f x X x E I x ' `I' Ij I x I X Ii I X 0 x II I X q x X X II I X 4 x X 41 m x I I X b X 1 I X / �I b BARPOOL, SEE SHEET AQ4.00 0 0 t PLOWRIDER, SEE SHEET AQ3.00 PROPOSED FLOWRIDER PROPOSED MECHANICAL BUILDING SEE CIVIL PLANS FOR DECK CONSTRUCTIONS AND DRAINAGE 1� PROPOSED BAR TOP OF RAMP BARRIER, r BY OTHERS ADECK ELEV. = 98.50' AT - POOL EDGE, TYPICAL _ 0 EMERGENCY TELEPHONE, BY OWNER X_X T.O.W. = 102.00', wAj UO2gi\� — PLOWRIDER RAMP TYPICAL X" X T.O.W. 95.83' TYPICAL X ' DECK ELEV. = FUTURE PROPOSED SLIDE, NOT INCLUDED 1. . FACILITY NOTES: POOL DECK: k X I X X I I I x I � X I X I I X X T.O.W I I SEE CIVIL PLANS FOR DECK INSTRUCTIONS AND DRAINAGE MJL 0 "Or' E nm% NORTH employee employee -owned (608)u643-4100 www.ramaker.com AIDG AQUATIC DEVELOPMENT GROUP Certfficatlon *- Seal: I hereby certify that this plan, specification, or report was prepared by me or under my direct 5uperv5lon and that 1 am a duly Licensed Profe55ronal Engineer under the laws of the 5tate of Massachusetts. (H of �jQSJ' 9 o$� J ES cyG R �^ ' y No.47833 QGISTER�p �S/ANAL F`�G 312812022 Registered Civii Engineer Signature: ate: a. DECK ELEVATION AT WAVE POOL EDGES = 95.50' b. DECK ELEVATION AT ACTIVITY POOL EDGES = 95.50' c. DECK ELEVATION AT FLOWRIDER POOL EDGES = 98.50' d. DECK ELEVATION AT BARPOOL EDGES = 98.50' DECK SHALL SLOPE AT 1 /4" TO 1 /2" PER FOOT TOWARD DRAINS. f f. DECK TO BE POURED BY GENERAL CONTRACTOR. COORDINATE WITH DRAIN INSTALLER FOR DECK DRAINS REGARDING DRAIN HEIGHTS AND REQUIRED FINISH. f cg. DECK DRAINS BY OTHERS, SEE CIVIL PLAN SHEETS FOR INSTRUCTION AND DETAIL. �= h. RESTROOM5 SHALL NOT DRAIN TO THE POOL DECK. I. DECK, RAMPS, BARRIERS, AND BRIDGES, BY OTHERS. J. DECK SURFACE TO HAVE NON-5LIP AND IMPERVIOUS FINISH; / �� SEE CIVIL PLANS. STAMPED CONCRETE OR ANY OTHER �� , �' SURFACES THAT RETAIN WATER ARE NOT ALLOWED. � �i � k. DECK SHALL BE CONSTRUCTED TO ADA ACCESSIBLE ROUTE 0 REQUIREMENTS WITH A MAXIMUM 1/4 PER FOOT CROSS 3/3/22 DOH REVISION SLOPE. T 211 G/22 DOH REVISION 2. PROVIDE EMERGENCY PHONE IN IMMEDIATE POOL AREA BY MARK DATE DESCRIPTION !� OWNER. DATE 0 i /25/2022 ISSUED: �w 3. HOSE 13I55 WITH VACUUM BREAK BY PLUMBING CONTRACTOR. HOSE BIBS TO BE SPACED TO SERVICE COMPLETE DECK AREA PHASE: STATE SUBMITTAL WITH A MAXIMUM 100 FT. HOSE. PROJECT TITLE: 4. DRINKING FOUNTAINS BY PLUMBING CONTRACTOR. DRINKING FOUNTAINS TO BE LOCATED IN VICINITY OF POOL. CAPE COD 5. ALL POOL PATRON ENTRANCE DOORS AND GATES TO BE SELF - CLOSING, SELF -LATCHING AND LOCKABLE, TYPICAL - BY GENERAL IN LATAB LE CONTRACTOR. G. ALL THEMING TO BE DEVELOPED AND INSTALLED BY OWNER PARK AND/OR OWNER'S THEMING CONTRACTOR. - J �\ i I\V1 V✓LV !lU 1 1 V ] i i i V V L U - 7. POOL AREA ELECTRICAL BY ELECTRICAL CONTRACTOR: PROJECT OWNER: 4' CLEAR DECK REQUIREMENT' HATCH ADDED CAPE COD � M X _ � _ X � X _ � _ X _ � _ X a. ALL WIRING SHALL CONFORM TO ALL APPLICABLE NATIONAL, p STATE, AND LOCAL ELECTRICAL CODES. I PLAYABLE PARK X 'QX X X b. LOCATION OF ELECTRICAL DEVICES SHOWN 15 APPROXIMATE. --a(' X -a(CONSULT WITH POOL CONTRACTOR FOR ACTUAL PROJECT LOCATION: X oX "X INSTALLATION LOCATION. ALL ELECTRICAL SWITCHES SHALL WEST YARMOUTH , -0X BE LOCATED A MINIMUM OF 5-0 HORIZONTALLY FROM THE oX ; K pX x POOL EDGE. M AS S AC N U S ETT5 c. POOL CONTRACTOR TO COORDINATE WITH ELECTRICIAN FOR SHEET TITLE: 0 e� 'X POOL LIGHTS AND JUNCTION BOX LOCATION. o *e* SEE CIVIL PLANS FOR d. SHUT OFF SWITCHES TO BE PROVIDED AND INSTALLED BY THE NORTHERN POOL *a DECK INSTRUCTIONS ELECTRICAL CONTRACTOR. INSTALL PROTECTIVE FLIP COVERS �o AND DRAINAGE OVER SHUT-OFF SWITCHES AT EACH LOCATION. AREA PLAN VIEW �o e. ELECTRICAL CONTRACTOR RESPONSIBLE FOR ELECTRICAL Cr ' BONDING AND GROUNDING OF POOL VESSELS AND f ACCESSORIES TO CONFORM TO NEC REQUIREMENTS. 0 5' I O' 20' 8. THE POOL AND ADJACENT AREAS THAT ARE INTENDED TO BE f USED AFTER DAYLIGHT HOURS MUST BE PROVIDED WITH AREA I I " x 1 7" - 3/G4" = I' LIGHTING THAT IS IN COMPLIANCE WITH THE STATE OF 22" x 34"- 3/32" = I' m MASSACHUSETTS ADMINISTRATIVE CODE. THIS LIGHTING TO BE PROJECT F �7qQ,� + PROVIDED BY THE OWNER OR OWNERS LIGHTING CONTRACTOR. NUMBER ✓ 2 9v NUM EB AQ 0 . 0 5 N O N I N N O O ca 0 51 O N ..{_3 L a� LL V N Ln U Q g Q U N Ln O N lLn INV. --92.92' Ft1SF FRPR 1 INV.—95.42' v FR55 \ FRM D I NOTE: BARPOOL AND FLOWRIDER DECK ELEVATION = 98.50' Y J— INV.=93.25' BP55 BPMD -� "' ✓ O� �INV. BPSS =92.00' I— BPMD ; INV.=93.50' j t` BP55 \ �, ✓� ✓ , BPMD \ \ INV.=92.00' AP55 INV. 54.75 _ 1 INV. =92.25 BPFR r APES � �� ! . ✓ '"r APMD \ '� ` ✓ !- = INV.= 93.50' ✓ !�'-'" �__ / � .- APWF- I \ APWF-2 , A------� APWF-3 / \ _ INV. =9 3.50' APWF-4 ---- -. ,;f - I \ , ,` \ APSE APWF-5 , APWF-G IN APWF-7 l ji ( APES ---- INV.= 92.40' \ j , INV.= ,62.88' INV.= 93.20' I APWF,-/ I ` APWF-3 � APWF-2 APWF-4 /- APWF-5 ( i APWF-G APWF-7 r NOTE: ACTIVITY POOL DECK ELEVATION = 95.50' R /"' Ak M A -11 1 - C04 E 1 r R NORTH employee owned � �,_„ , .... (608) 643-4100 www.ramaker.com AIADG AQUATIC DEVELOPMENT GROUP PIPE LEGEND PIPE LEGEND SIZE MARK DESCRIPTION MARK DESCRIPTION (IN) ((N) (IN) ( BARPOOL ACTIVITY POOL BPMD BARPOOL MAIN DRAIN 8" APMD ACTIVITY POOL MAIN DRAIN Gil BPFR BARPOOL FILTER RETURN 4" APP5 ACTIVITY POOL FEATURE SUCTION 4" BPSS — BARPOOL SKIMMER SUCTION 8" APFR --------------- ACTIVITY POOL FILTER RETURN G" BPF5 BARPOOL FILL SENSOR CONDUIT I 3i 4 APSS ACTIVITY POOL SKIMMER SUCTION G" FLOWKIDER POOL. APTD ACTIVITY POOL TRENCH DRAIN XX I ACTIVITY POOL WATERFEATURE WALL WALL SPRAY ARCHES 2„ — FRET --- — -----------— - FLOWRIDER FILTER RETURN --- 4" � ACTIVITY POOL WATERFEATURE 2„ FR55 FLOWRIDER SKIMMER SUCTION 4" WALL WALL SPRAY ARCHES — APWF-3 -------------- ---- ACTIVITY POOL WATERFEATURE I — ---- --- ---- FRMD FLOWRIDER MAIN DRAIN 4" SPLIT .5„ -- FR5F --- ---- ----- ---- FLOWRIDER FILL SENSOR CONDUIT 3/4 2. APWF-4 ACTIVITY POOL WATERFEATURE MUSHROOM MAZE 2" APWF-5 ACTIVITY POOL WATERFEATURE 2" ---... - ----- ----- - --- --- MUSHROOM MAZE APWF-G ACTIVITY POOL WATERFEATURE 2„ GURGLING SPRINGS APWF-7 ACTIVITY POOL WATERFEATURE SPRINGS 2„ APSE _---GURGLING -- --- ACTIVITY POOL FILL SENSOR -- CONDUIT 4„ Certhcabon * Seal: I hereby certify that this plan, specification, or report was prepared by me or under my direct Supervision and that I am a duly Licen5ed Profe55ional Engineer under the laws of the State of Ma55achu5ett5. d q. _ INKI �J CIVIL No. 47833: , .off �FQJSTERF� ��� �FFSSIQNJ1l 3/08/2022 Registered Civil ngineer 5�gnature: Date: MARK DATE DESCRIPTION DATE 01 /25/2022 ISSUED: IssuE STATE 5UBMITTAL PHASE: PROJECT TITLE: CAPE COD N ELATABLE PARK PROJECT OWNER: CAPE COD INFLATABLE PARK PROJECT LOCATION: WE5T YARM O UTH , MA55ACH U5ETT5 SHEET TITLE: NORTHERN POOL AREA OVERALL PIPING PLAN 0 4' 8' 1 G' I I"x 17" - I/I G" = 1' 2 2" x 34" - 1 /8" = I ' NUMBER 52987 NUMBER AQ O . O U c P. -43- z (4 N N N 0 0 L 4� N ca L f.L ~s N L C\l Ln U d g C) Q i N Ln O N In i x X I X I 1 X I X I x X I X I X x_ x- IN x X7 X X jx� X I X f 4 9x �� y`gr/X Cr Gr / -f -f 7L m f a DECK ELEV. = 95.50' AT LEADING EDGE OF BEACH 2\ (4' CLEAR DECK REQUIREMENT _HATCH ADDED \4- A- A- 6 DECK ELEV. = 95.50' AT POOL EDGE, TYPICAL />< ">5 AQ 1.02 1 ' T.O. W. = 95.83' GURGLING SPRINGS #2 � P (THIS END ONLY) GURGLING 5PKING5 # I P k 3 o'-o" Q20.o O G WATER ELEV.= 94.50' I I 2 -O P i k CONSTRUCTION I x ­011 JOINTS, TYP. ,c SOPE.ST / / / .-- 3 � ` / � � AQ20.0 0000, /.000, O EXPAN5ION JOINT, TYP. 3 l \ \ Q20.0 I WAVE 5Y5TEM E T.O. W. = 97.50' 001, 4 / Q20.01 Q20.01 4" WIC / T.O.W.= / PAINTS T.O. W. = 95.E 97.50' .% H RV r,' (TH15 END O L X / O . i' FLOOF o- X X- X` �� /7' ., EMER( 4" CONTRASTING TELEPI DECK ELEV. = 95,50' e X X x - e'j�X AT POOL EDGE, TYPICAL T.O.W. SLOPES a Xj h STRIPE ALONG Xe;(_ f. BA51N FLo '/ 5E LIFET.O.W. 5TAKT5 GUARDS ONLY SLOPE x 6 Gj { X/ OUTSIDE CORNERS TO ✓ BE SMOOTH, TYPICAL. X T I X X —X —XC}X-.X 6x—X-ex —X -oX X-oX —X \ i \ x X XX-X-X-X X`X-Xo-X-Xo-X-Xo--X-Xo-X-Xo- X -XeX TYPICAL BOTH 5EE DETAIL 2 ON SHEET AQ20.01 T.O.W.= 97.50' T.O. WAVE CHAMBER5 = 99.58', ALONG NORTH EDGE (LIFEGUARDS ONLY) I PU L15 �`, GR L LIFEGUARDS ONLY '` s � r MORI` kM A K OR` N O RT � l l�ployeeawl�ea (608) 643-4100 www.ramaker.com 44DG *. AQUATIC DEVELOPMENT GROUP Certification * Seal: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervi5lon and that I am a duly Llcen5ed Professional Engineer under the laws of the State of Massachusetts. OF JAMS R. CIVIL ti No.47833 .o9vF 9FGIS?ER� S/ONAt ECG 3/08/2022 Registered Civil Engineer 5lgnature: Date: 1 12\ 3/3/22 DOH REVISION \ 0 211 G/22 DOH REVISION MARK DATE DESCRIPTION DATE 0 1 /25/2022 ISSUED: I55UE PHA5E: STATE SUBMITTAL III PROJECT TITLE: 1, i CAFE COD I FLATA15LE f PARK PROJECT OWNER: i CAPE COD I l N FLATAP LE PARK I PROJECT LOCATION: WEST YARMOUTH, MASSACH USETTS SHEET TITLE: WAVE POOL DYES: CONSTRUCTION JOINTS AND EXPANSION JOINTS SHALL BE FLAN VIEW LOCATED AS INDICATED IN THE PLAN VIEW ALONG THE BA511\1 FLOOR AND WALLS PER DETAILS 4 * 5 ON SHEET AQ20.00. DEPTH MARKERS SHALL BE PLACED AT MAXIMUM 25' O 5' 10, 20' INTERVALS AROUND THE POOL PERIMETER AND AT I' DEPTH INTERVALS. MARKERS TO BE PLACED ON THE DECK AND ON THE POOL WALLS ABOVE THE WATER LINE. 5EE DETAIL 3 ON SHEET AQ20.09. I I " x 1 7" - 3/G4" = I' 22" x 34"- 3/32" = I' PROJECT S 2 987 NUMBER _ POOL CONTRACTOR SHALL VERIFY LOCATIONS OF ANY SHEET NUMBER [— f\ Q (i 1.00 THEMING FEATURES WITH THEMING CONTRACTOR. 9 M E O m CV CV hl O CV ad L G O L N O 75 L tL /IN6, NORTH PIPE LEGEND MARK DESCRIPTION SIZE (IN) WAVE POOL WPMD- I MAIN DRAIN 1211 WPMD-2 - ------ MAIN DRAIN 1211 WPF5 FEATURE SUCTION 4" WPFR- I FILTER RETURN (CA5510N5) 8" WPFR-2 FILTER RETURN (BEACH) 8" WP5K SKIMMER 3" WPTD WAVE POOL TRENCH DRAIN 1211 WPWF-1 ACTIVITY POOL WATERFEATURE GURGLING SPRINGS ?„ --- - WPWF-2 ----------------- ---------------- ACTIVITY POOL WATERFEATURE GURGLING SPRINGS 2„ WPSF FILL SENSOR 2" WPWM AUTOFILL WATER MAKE UP 2" SYMBOL KEY OVERFLOW TRENCH (WALL) OVERFLOW TRENCH (FLOOR) 0 HIGH FLOW FLOOR INLET GRAVITY SAFETY CAGE CAISSON INLET OhYRDR.05TATIC RELIEF VALVE PIPINIC I(FV RECIRC SUPPLY LINE — — GRAVITY LINE - FEATURE SUPPLY LINE SUCTION LINE NOTES: I . VELOCITY OF SUPPLY PIPING SHALL BE LE55 THAN 8 FT/5EC. 2. VELOCITY OF SUCTION PIPING SHALL BE LE55 THAN G FT/SEC. 3. POOL PIPING RUNS ARE SHOWN FOR SCHEMATIC PURPOSES ONLY. THEY ARE NOT INTENDED TO REFLECT ACTUAL PIPE LOCATION. (CONTRACTOR SHALL FIELD LOCATE POOL PIPING). 4. MAIN DRAIN SUCTION VELOCITY SHALL BE LE55 THAN 1.5 FT/SEC THROUGH GRATE AT DESIGN FLOW. 5. ALL POOL PIPING SHALL BE RIGID PVC SCHEDULE 40 UNLESS OTHERWISE NOTED. G. GRAVITY LINES TO HAVE A MINIMUM SLOPE OF 1 /8 PER FOOT. ,A s ;erti icatm * Seal: I hereby certify that this plan, specification, or report was prepare, by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Massachusetts_ 3/08/202 2 egistered Civil Engineer ignature: Date: MARK I DATE DESCRIPTION DATE 01 /25/2022 ISSUED: 155UE STATE 5UBMITTAL PHASE: PROJECT TITLE: CAPE COD INFLATABLE PARK PROJECT OWNER: CAPE COD I N FLATA6LE PARK PROJECT LOCATION: WE5T YARMOUTH, M A55 AC N U 5 ETT5 SHEET TITLE: WAVE POOL PIPING PLAN 0 5' 10' 20' I " x 1 7" - 3/G4" = I' 2 2" x 34" - 3/3 2" = 1 ' PROJECT 52987 1.0 1 NUMBER i'1�. (j 75 � z s m a °C w <C U lLl v v tQ o �t Q m � p n�G CV CV O CV 4_1 6� 0 U m CV I CV CV O O L s.. N O 51 -6 L IL 6� N c� N N O -N U N O O tL Cal In g Q U C\I Ln O G) CV LLn WAVE.. ELECTRIC GENERATION WAVE GENERATION ROOM ROOM EQUIPMENT K Ak M A EK-OE wm% A employee -owned AQ I .o3 :(608) 643-4100 www.ramaker.com Q20.0 WALLS TO BE CARVED STAINED PER WALL DETAIL(5). T.O.W = 97.50' - / COORDINATE WITH OWNER. WATERLINE ELEV.=94.50' / T.O.W SLOPES WAVE T.O.W. = 97.50' HANDHQLD AIDG HAMBER 5 AQUATIC DEVELOPMENT GROUP 6'-51I Fr 7Fn P; l 6 s t CAISSON — ZENTIRE ROPE ANCHOR SURFACES OF Q20.01 POOL BOTTOM SLOPE TO 9 -0 _ZZ__7_ 3'-511 BE MAXIMUM OF I " PER WAVE CHAMBERS TO ROPE ANCHOR P'-0" TO MAIN DRAIN BE EPDXY PAINT 51- " \ 6'-0" �. WATER5TOP IF FLOOR WALL ARE SEPARATE POURS SEE BA51N WALL DETAIL AND WHIT E EPDXY PAINT WITH SLIP CAISSON SECTIONS FOR 77 7 77 RESISTANT FLOOR FINISH Certaflcabon Seal: ;.° n hereby certify that thl5 plan, Specification, or report was prepared o ° T­g ADDITIONAL INFORMATION /�� ° 4" WIDE BLACK STRIPE ON by me or under my direct 5upervsion and that I am a duly Licensed —I Li Frofes5ional Engineer under the laws of the State of Massachusetts. _III- FLOOR AND WALLS MINIMUM OF 6" OF 95% COMPACTED SAND OR N 6" OF 95% COMPACTED SAND OR o ��: CRUSHED AGGREGATE UNDER POOL AND AROUND POOL I �OTE5, NSTRUCTION JOINTS AND EXPANSION JOINTS SHELL. CRUSHED AGGREGATE UNDER II=_� ° WAVE CHAMBER SAFETY GRILLES BY II -I SHELL. COORDINATE WITH G.C. AND DE -WATERING n�R�10- 5UB-5CILNOF M POOL AND AROUND POOL SHELL. TIC o 0 0 o c WAVE EQUIP. MANUFACTURER, SEE TI-II_ �I I_III I -I 11111_I-lil DRAINAGE DESIGNER FOR FINAL THICKNESS. SHALL BE LOCATED A5 INDICATED ON SHEET III III=III n' III III_lu III III_III " EQUIPMENT LIST AQ 1 .00 ALONG THE BASIN FLOOR AND WALLS UNDER POOL AND AROUNDPER DETAILS 4 5 ON SHEET AQ20 00. POOL SHELL SHALL HAVE A MIN. 3 OPEN-ENDED GRAVITY PIPESA IV i WITH SAFETY CAGE, SEE 2. DEPTH MARKERS SHALL BE PLACED AT MAXIMUM, BEARING STRENGTH OF 3,000 P5F Q20.0 EQUIPMENT LIST WAVE POOL SECTION A I� 25' INTERVALS AROUND THE POOL PERIMETER. Ago 9F6�STER�o ��� SCALE: 3/8" = 1 '-0" {22" x 34") MARKERS TO BE PLACED ON DECK AND ON POOL FS�aNAL ENG�a WALLS ABOVE THE WATERLINE. 3108/2022 Registered Civil Engineer 51nature: Date: CONCRETE WITH WALLS TO BE CARVED MEDIUM BROOM 4 HANDHOLD STAINED PER WALL DETAIL(S). FINISH Q20.0 �� T.O.W. SLOPES COORDINATE WITH. OWNER. WATERLINE ELEV.=84.50' T.O.W. SLOPES T.O.W. = 96.00' WATERLINE ELEV.=94.5" DECK = 95 50' i' —1 111 70— [I l i l l l III=III=11 �111= WHITE EPDXY PAINT WITH SLIP \� MINIMUM OF 6" OF 95% COMPACTED SAND OR �' .-✓ NOTES: RE515TANT FLOOR FINISH CRUSHED AGGREGATE UNDER POOL AND AROUND POOL 1. CONSTRUCTION JOINTS AND EXPAN5ION JOINTS SHELL SHALL BE LOCATED AS INDICATED ON SHEET COORDINATE WITH G.C. AND DE -WATERING AQ 1.00 ALONG THE BASIN FLOOR AND WALLS DRAINAGE DESIGNER FOR FINAL THICKNESS. PER DETAILS 4 * 5 ON SHEET AQ20.00. 2. DEPTH MARKERS SHALL BE PLACED AT MAXIMUM 25INTERVALS AROUND THE POOL PERIMETER. WAVE POOL 5ECTION - CONTINUED MARKERS TO BE PLACED ON DECK AND ON POOL SCALE: 3/8" = P-0" (22" x 34") A WALLS ABOVE THE WATERLINE. 211 G/22 DOh REV1510N 100.58' (ALONG FRONT EDGE) B MARK DATE DESCRIPTION AQ 1.03 DATE 0 I /25/2022 ISSUED: T.O.W. = 97.50' PISI5UE STATE SUBMITTAL A5EOPENINGS FOR WAVE I I ZENTIRE '_I" CAISSON EXTERIOR WALL TOT.O.W. = 97.50' PROJECT TITLE: SURFACES OF 5 ` � BE STAINED, NOT CARVED. q d as d \ GENERATION I WAVE CHAMBERS) I ( I I WAVE. ( I ( I ��.BASIN SIDE WALLS TO BE CARVED SHEETS CAPE COD EQUIPMENT, TYP. COORDINATE WITH OWNER. SEE CIVIL PLAN SHEETS INTERIOR TO BE EPDXY CAISSONS, TYP. STAINED PER WALL DETAIL(S). SEE CIVIL PLAN SHEETS PAINT FOR DECK ELEV FOR DECK ELEV -\' ` ) I I I I I I COORDINATE WITH OWNER. IN LATAB LE 6 0 0 6 0 3 FARK WAVE CHAMBER SAFETY GRILLES BY POOL WALL 4- FLOOR I I " 6' OI ( POOL BOTTOM SLOPE TO I I ( I WAVE EQUIP. MANUFACTURER, SEE JUNCTION SHALL HAVE BE MAXIMUM OF I " PER EQUIPMENT L15T ° PROJECT OWNER: A I " TO 6" RADIUS P-0" TO MAIN DRAIN CAPE COD WATER5TOP IF FLOOR ii� WALL ARE SEPARATE POURS SEE 9_2 e I N ELATABLE PARK BASIN WALL DETAIL AND d s .I I /rIl'i I I I I . I I I V . . . . . I . f1jIltill! —III, . I . . I . I 3ECTIONS FOR _6 PROJECT LOCATION: ADDIT OONAINFORMATION i WEST `>'AI�MOUTN , 9d e °a a MASSACN USETTS 88.50' 88.50' SHEET TITLE: \ m b 6" OF 95% COMPACTED SAND OR CRUSHED AGGREGATE UNDER POOL AND AROUND POOL SHELL. SUB -SOIL UNDER POOL AND AROUND POOL SHELL SHALL HAVE A MIN. BEARING STRENGTH OF 3,000 P5F Q20.0 MINIMUM OF 6" OF 55% COMPACTED SAND OR 1 CRUSHED AGGREGATE UNDER POOL AND AROUND POOL SHELL. COORDINATE WITH G.C. AND DE -WATERING DRAINAGE DESIGNER FOR FINAL THICKNESS. 11— oe a c e a e e e' — d n a a d a I--111 -III — WAVE P� OOL a o d e o a CI U OPEN-ENDED GRAVITY PIPES SECTION VIEWS WHITE EPDXY PAINT WITH SLIP II III III -III -III -III III III -III III -III III LI WITH 5AFETY CAGE. SEE RE515TANT FLOOR FINISH NOTES: EQUIPMENT LI5T 1. CONSTRUCTION JOINTS AND EXPANSION JOINTS SCALE: SHALL BE LOCATED AS INDICATED ON SHEET WAVE POOL SECTION AQ i .00 ALONG THE BA51N FLOOR AND WALLS AS NOTED SCALE: 3/8" = 1'-0" (22" x 34") PER DETAILS 4 * 5 ON SHEET AQ20.00. 2, DEPTH MARKERS SHALL BE PLACED AT MAXIMUM PROJECT �3 U �Z A 25 INTERVALS AROUND THE POOL PERIMETER. NUMBER G ✓(5 MARKERS TO BE PLACED ON DECK AND ON POOL SHEET WALLS ABOVE THE WATERLINE. NUMBER AQ 1.02 E (4 E CV I c\1 CV 0 c\j Q6 0 ctiT 75 L6 F% 73 Ln c\j Ln c\j Ln O n c\1 Ln LMN #5 @ 12" O.C. PVC WATER,5TOP If FLOOR * H 11 #5 @ 12" BOTTOM WALL ARE SEPARATE POURS, SEE O.C. T*E3 DETAIL 2 ON 51-if-IfT AQ20.09 CA5510N SECTION SCALE: 3/8" = 1'-0" (24" x 301) CA5510N SECTION --(:D SCALE: 112" = P-0" (24" X 30) DETAIL 2 ON SHEET AQ20.09 NOTE: AL50 REFER TO PIPE SLEEVE DETAIL 5 ON AQ20.2 REINFORCING AT AN OPENING DETAIL G ON AQ20,04. NOTE ALSO REff-P, TO PIPE SLEEVE DETAIL 5 ON AQ20.2 REINFORCING AT AN OPENING DETAIL G ON AQ20,04. RA'mkMAKER employee -owned (608) 643-4100 www.ramaker.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am I duly Licensed Professional Em3mecr under the laws of the State of Massachusetts. 3/06/2022 Registered Civil frqneer signature: Date: MARK DATE DESCRIPTION DATE 01/25/2022 ISSUED: 155UE STATE SUBMITTAL PHASE: PROJECT TITLE: CAPE COD I N f LATAB LE PARK PROJECT OWNER: CAPE COD IN fLATABLE PARK PROJECT LOCATION: WEST YARMOUTH, MA55ACHU5ETT5- SHEET TITLE: WAVE POOL SECTION VIEWS SCALE: AS NOTED PROJECT NUMBER 52987 SHEET NUMBER AQ 1.03_ E X� 75 U N 4-� x Q) 4. "Z5 U 4.. D 4� 4-� 4-1 M E 4- 4.1 E 73 4-1 Q_ E 4-1 M E 4-� E D Ln 73 can � CO m o cz LLJ V LLJ z U o Q Q m MUMMA CV N 0 cv 0 U 0c) ' --- ---- --- CAI550N --- ----- ------- -- CA1550N --- A i \ EQUIPMENT ROOM AQ1.04 ABOVE CAISSONS F.F. ELEV.= 99'-9" 3" GRAVITY FROM WALL \ \ 8" I '-0" j OVERFLOW TRENCH TO BALANCE TANK -- 6 I tit 1 2" GRAVITY TO BALANCE FLOAT VALVE STEM 1 7 TANK FROM CA1550N(5) / 14" DIA. EXTEN5ION THRU \D SUMPI GRAVITY CAGE(5) BLIND TOP OF TANK, SEE 9 \ DETAIL 3 ON \ 3 SHEET AQ20.02 EQUIPMENT ROOM \ \ Q20.0 2'-0" (INTERIOR) F.F. I g„ \ ELEV.= 97-0" FLOAT VALVE, — ---- SEE DETAIL 2 ON SHEET AQ20.02 ACCE55 HATCH 1 C 2'-6" AUTOFILL SENSOR, AQ I , WALL MOUNTED LADDER RUNGS \SHEET SEE DETAIL G ON A WAVE EQUIPMENT @51M. E BUILDING, SEE AQ3.03 ARCHITECTURAL PLANS 4 6 Q20.0 Q20.0 SHIPS LADDER, SEE ARCHITECTURAL PLANS PUMP PIT EQUIPMENT ROOM F. ELEV.= 88'-G" (EXTERIOR) F F ELEV.= 97-0" SUMP PIT, PUMP, AND FLOOR DRAINS WAVE POOL BY PLUMBING CONTRACTOR. FIELD RECIRC. PUM O COORDINATE FINAL LOCATION. B AQ 1.04 WAVE POOL FEATURE PUMP BARRIER RAILING, SEE ARCHITECTURAL PLANS 1 2'-0" 5 6 WAVE PUMP PIT BALANCE TANK PLAN VIEW 0Qzo.o Q2o.o SCALE: 3/8" = P-O" (22" x 34") WAVE EQUIPMENT BUILDING SECTION SCALE: 3/5" = 1 '-0" (22" x 34") B 1 2 GRAVITY FROM ZERO DEPTH ENTRY OVERFLOW TRENCH TO BALANCE TANK PVC PIPE WATER5TOP, TYPICAL AT EACH PIPE PENETRATION 3" GRAVITY FROM WALL OVERFLOW TRENCH TO BALANCE TANK INTERIOR TO BE COATED WITH EPDXY PAINT FINISH ANTI -VORTEX PLATE, SEE DETAIL I ON SHEET AQ20.02 1 2" BALANCE TANK SUCTION 2" FEATURE SUPPLY 3" FEATURE SUCTION ROOM FF=97.00' GRADE=9G.50' 114-1 D AT ZDE=95.50' 5WL=94.50' 101-1 LWL=90.25' / TANK FF=88.50' ER5TOP AT ALL JCRETE COLD JOINTS, TYPICAL FILTER AREA-! BARRIER RAILING, SEE ARCHITECTURAL PLANS WAVE -­-] GENERATION ROOM TOP OF CAISSON 1, FF=99.75' WALL MOUN, EED LADDER RJ G5 F BY ADG AQ3.03 - EQUIP ROOM ACCESS '.. FF=97.00' ° ° --- -- HATCH GRADE=%G 50' -- _ — TOD AT ZDE=95.50' I NIP - -- - BALANCE 1 5WL=94.50' PUMP PIT-1 TANK-_ J d a � AUTOFILL SENSOR, SEE DETAIL G ON SHEET AQ20.08 ° SHIPS LADDER BY OTHER5,SEE ARCHITECTURAL PLANS a 1'-9" 0 LWL=90.25' p . PIT /TANK FF=88,50'1414 1 D a � p 51M. / F \ / 3 \ CA1550N I N LET WAVE GENERATION EQUIPMENT, SEE MANUFACTURERS PLANS I NIP N 2 %` D CAISSON j I FLOAT VALVE STEM D EXTENSION THRU TOP OF o TANK, SEE DETAIL 3 ON SHEET AQ20.02 TYPICAL D 3'-4" 3" GRAVITY FROM WALL bitD OVERFLOW TRENCH TO o BALANCE TANK INTERIOR TO BE COATED WITH EPDXY PAINT 2'-0" FI N51 H PVC WATER5TOP AT ALL COLD SRETE COD JOINTS,0 D o D j 9'-0" 14" DIA. BLIND SUMP WAVE EQUIPMENT BUILDING 5ECTION 12" GRAVITY TO BALANCE TANK SCALE: 3/8" = P-0" (22" x 34") A FROM CAI5SON(5) / GRAVITY CAGES) I I ACCE55 HATCH AQ3.03 D WALL MOUNTED LADDER RUNG5 p 51M.'� o 3" GRAVITY FROM WALL OVERFLOW TRENCH TO BALANCE TANK 1 4'-211 4 G Q20.0 Q20.0 I 7_� 1 2" GRAVITY TO BALANCE E TANK FROM CA1550N(5) / GRAVITY CAGE(5) FILTER AREA ALL SURFACES OF WAVE CHAMBER INTERIORS TO BE COATED WITH THOR05EAL OR EQUIVALENT N ,5W4= — WAVE CHAMBER SAFETY GRILLES 4 6 p D 0 WAVE GENERATION EQUIPMENT, SEE MANUFACTURERS 7 PLANS GRAVITY SAFETY CAGE PVC PIPE WATER5TOP, TYPICAL AT EACH PIPE PENETRATION FLOAT VALVE STEM EXTENSION THRU TOP OF TANK, SEE DETAIL 3 ON SHEET AQ20.02 p D D BALANCE TANK D INTERIOR TO BE COATED r WITH EPDXY PAINT FINISH 1 2" BALANCE TANK SUCTION f '-0" 0 o. D' 2'-11" FLOAT VA4LVE, SEE DETAIL 2 ON SHEET AQ20.02 p D 2'-O" � 1 2'-O" WAVE EQUIPMENT BUILDING SECTION SCALE: 3/8" = 1'-0" (22" x 3411) C R imk' M A ro-C#4r, E OR% employee -owned (608) 643-4100 www.ramaker.com AINDG AQUATIC DEVELOPMENT GROUP Certlficatm * Seal: hereby certify that this plan, speof,catFon, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the 5tate of Massachusetts. CD A N o. 47833 FGISTEt�� 3/05/202 2 Registered Civil Engineer Signature: Date: MARK DATE I DESCRIPTION DATE 01 /25/2022 ISSUED: 155UE STATE SUBMITTAL PHASE: TOP OF CAiSSON� FF=99.75' PROJECT TITLE: CAPE COD EQUIP ROOM ff=97.00'j,, IN E LATAB LE GRADE=96.50' PARK TOD AT ZDE=95.50'� 5WL=94.50' PROJECT OWNER: CAFE COD 3" GRAVITY FROM WALL OVERFLOW TRENCH TO BALANCE TANK 1 2" GRAVITY FROM ZERO I N ELATAB LE PARK PROJECT LOCATION: WEST YARM O UTH , TRENCH TO BALANCELOW TANK MASSACH U5ETT5 SHEET TITLE: 2'-G" LWL=90.25' WAVE POOL I'-8" EQUIPMENT BUILDING PIT / TANKS FF=88.50' VIEWS PVC WATERSTOP AT SCALE: ALL CONCRETE COLD JOINTS, TYPICAL A5 NOTED ANTI -VORTEX PLATE, SEE DETAIL I ON SHEET AQ20.02 MBER 52967 NUMBER AQ 1.04 CV O CV -,-� E iL CV t`n N I CV CV O O ca O O -5 N 75 6� v c� N s U V' LL h N Ln C3 Q U CAI Ln O O CV Ln RECIRC. PUMP POWER TO RECIRC. PUMP VOLTAGE/PHA5E 1 20V SUPPLY CHEMICAL FEED CONTROLLER, ELECTRICALLY COMPACT CONTACTOR WITH 2OAMP N.O. INTERLOCKED WITH RECIRCULATION PUMP CONTACT * CORRO5ION-RE515TANT e1 CONTROL WIRING, TYPICAL HOUSING BY ELECTRICAL CONTRACTOR. PH, ORP PROBES ALSO SEE NOTES ON SHEET AQ 10.00 AND FLOW SWITCH DEDICATED COMBINATION GFCI OUTLET * SWITCH (OR EQUAL) TO SERVE AS CHEMICAL CONTROLLER D15CONNECT CHEMICAL FEED PUMP, TYPICAL .........................: : :................. : LIQUID CHLORINE W CHEMICAL TANK QO SAMPLE PORT : CO2 CYLINDERS REGULATORS i q(D : : 1" 0 I.D. PVC, TYPICAL I O 5WITCHOVER 1 I i MODULE L J ;All, IF CONTROLLER METER * PRESSURE ; REGULATOR SOLENOID VALVE 3/4" 0 I.D. 112" 0 I.D. 5 ..... POLYTUBE TO POLYTUBE, CHECK VALVE RECIRC LINE O 8" INLET TYPICAL ( F EJECTOR F TYPICAL I SUPPLY 8" 1Oi' 10" TO BASIN r 1 I F E I 8" INLET 811 SUPPLY TO MANUFACTURER CAISSONS SPECIFIED LENGTH I OF STRAIGHT PIPE, POOL AREA EQUIPMENT ROOM MANUFACTURER TYPICAL SPECIFIED LENGTH OF STRAIGHT PIPE, TYPICAL WAVE POOL EQUIPMENT L15T: MARK ITEM QUANTITY SIZE MODEL NOTES INTERIOR TO BE THOROSEAL OR EQUAL A BALANCE TANK 1 5837 GAL CAST IN PLACE CONCRETE 12.O FT X 8.7 FTX 7.5 FT DEEP RECIRCULATION PUMP Al FLOAT VALVE 2 12 INCH ADG MV02023 --- --- -- -_- --- --- --- AURORA 3800, 6x8xl3,5 DESIGN: 1594 GPM / 70 FTTDH B RECI RCULAII CAI PUMP 1 40 HP 1200 RPM 48OV, 3PH PEAK: 2250 GPM / 48 FT TDH RECIRCULATION PUMP FIBERGLASS STRAIGHT B1 H & L STRAINER 1 12N12" FLUIDROL, SW116112031 PROVIDE TWO STRAINER BASKET'S RECI RCULA11 ON PUMP B2 ANTI -VORTEX PLATE 1 12 INCH WHITIEN, 11107-12 --- -- --- --- --- --- --- RECIRCULATION PUMP SIZED AND PROVIDED BY B3 VFD 1 --- ELECTR I CAL CONTRACTOR SEE SHEET AQ10.00 FOR ADD'L NOTES STA-RITE MAX-E-PRO, 345076 DESIGN: 80 GPM / 30 FTTDH C FEATURE PUMP 1 1 HP 480V 3PH PEAK; 105 GPM / 29 FT T DH FEATURE PUMP C1 H & L STRAINER --- --- INTEGRAL TO PUMP PROVIDE TWO STRAINER BASKETS NEPTUNE BENSON DEFENDER, 1230 GALLON BACKWASH TO REGENERATIVE SP-49-48-1548 GROUND SURFACE THRU HOLDING TANK MEDIA FILTER 1 1221 S. F. 1.31 GPM/SF AND 6 INCH AIR GAP Al R COMPRESSOR 1 --- REFER TO FILTER MANUF. FOR SI21 NG --- D CONTROLLER 1 --- NEPTUNE BENSCK RMF 11OV INTERLOCK WITH RECIRCULATION PUMP E HI GH FLOW FLOOR INLET 7 4 1 NCH ADG 11529 N/A TURN OPEN 150 GPM EACH E1 CASSON INLET 4 6 INCH OPEN ENDED PIPE 1.5 FPS 136 GPM EACH OVERFLOW TRENCHES SIDEWALL 2 24" LONG ADG 11627 3 PIPE CONNECTION 30 GPM EACH F ZERO DEPTH ENTRY 13 96' LONG ADG, 8049-96 6 PIPE CONNECTION 118 GPM EACH ADG, 11621 GRAVITY LOCATED IN CASSONS, STAINLESS STEEL CAGE, G SAFETY CAGE 2 16"x22" NOT ACCESSIBLE TO PATRONS MAXIMUM 4" OPENINGS JOHNSON HYDROTECH LOCATED IN CASSONS, G1 SUC11ON FITTING 1 3" HEADER NOT ACCESSIBLE TO PATRONS --- --- --- --- --- --- --- PROVIDE VFD CONTROL H CHEMICAL CONTROLLER 1 --- BECSYS5 110V INTERLOCK WITH RECIRCULATION PUMP CHEMICAL LIQUID SODIUM HYPOCHLORITE 850-GALLON STORAGE DRUM J DISINFECTION 2 50 GPD STENNER 45M5 PROVIDE SECONDARY CONTAINMENT CO2 CYLINDERS PROVIDED BY OWNER CO2 SYSTEM SIZE & ACCESSORI ES PER MANUFACTURER K pH ADJUSTMENT 1 --- BECSYS CO2 FEED SYSTEM OPERATED THRU CHEMICAL CONTROLLER ADG, WM04288 110V POTABLE WATER SUPPLY: 2 INCH L AUTOFI LL 1 --- SENSORS LOCATED: BALANCE TANK RPZ VALVE REQUIRED 2 INCH FLOWMETERS PROVIDE #7310-1024 120V TRANSFORMER F TOTAL RECI RC. 1 10 INCH SIGNET 3-2551-P2-12 BLIND 24 VDC FOR EACH DIGITAL FLC3WMETER FLOOR INLETS 1 8 1NCH SIGNET, 3-2551-Pl-11 BLIND 24 VDC PROVIDE #9900 REMOTE DISPLAY FOR 8" CASSONS 1 8 I NCH SIGNET 3-2551-P1-11 BLIND 24 VDC FLCWMETERS �+ COMBINATION VACUUM/ 4 INCH WHITTEN PRODUCTS INSTALL ONE IMMEDIATELY UPSTREAM & PRESSURE GAUGE 1 / PUMP DIAL 11553 PRESSURE/COMPOUND GAUGE DOWNSTREAM OF EACH PUMP WHERE :5 2 INCH HARVARD BALL VALVE OR EQUAL PVC TRUE UNION > 2 INCH BRAY BUTTERFLY VALVE OR EQUAL CAST IRON WAFER TYPE W/ EPDXY COAT -— VALVE NOTED WHERE < 3 INCH HARVARD OR EQUAL BRASS FLAPPER 5 3 INCH METRAFLEX CVXXK OR EQUAL CAST IRON WITH EPDXY COATED BODY CHECK VALVE NOTED WHERE PIPE NOTED --- ASTM D 1785 SCHEDULE 40 PVC --- --- --- --- --- --- --- DPD TEST KIT FOR GHL INC , LUDI NG, CHEMICAL TEST KIT 1 --- PROVIDED BY OWNER pH, ALKALINITY, CYANURIC ACID WAVESTAINLESS CHAMBER CUSTOMS AI LESS STEEL SAFETY GRILLES 6 --- SEE FEATURE SUPPLIER PLANS MAXIMUM 4" OPENINGS INDCLUDES, BUT NOT LIMITED TO WAVE FANS VALVES WAVE GENERATION ADG WAVE SYSTEM SPLASH GUARDS EQUIPMENT --- --- SEE FEATURE SUPPLIER PLANS COMPRESSOR W/ PNEUMATICS �EQUIVALEN1PENTAI 500 W I NTELLI BRI TE 5G WHI TE, 601302 FIELD VERIFY CORD LENGTH UNDERWATER LIGHTS 6 R LARGE SS NICHE 78210400 120 VOLTS 100 FT CORD LENGTH FIE 2" SOLENOID VALVE SUPPLY WATER LEVEL CONTROLLER (D� �� � �,WIN�� F II �� _ _ :.. .... CONDUIT ........... .......... .....I... ........... ................ 2" mamma A%, M A I 'NAP" E 'KPNN% —PROTECTED WATER employee -owned SOURCE BY PLUMBING I.... vs (60$) 643-4100 www.ramaker,com CONTRACTOR MUST BE PLUMBED INDEPENDENTLY TO WA5TE THRU AIR GAP AUTOFILL CONNECTION SEE BACKWASH DRAIN LINE i DETAIL 3 ON SHEET AQ20.08 VACUUM DRAIN LINE 411 TO SANTIARY SUMP PIT r% INDICATES FLANGE / UNION CONNECTION, TYPICAL I Q' O" PRECOAT VENT LINE 112" AIR COMPRESSOR, PROVIDE�BY °° FILTERMA WATER SEPARATOR, FILTER, � REGULATOR SEE FILTER MANUFACTURER'S INSTALLATION INSTRUCTIONS FILTER FOR ADDITIONAL INFORMATION CONTROLLER PROVIDED BY FILTER MANUF. X B3 VFD ( B SEE ELECT. PLANS L------------ — DRAIN VALVE l WAVE POOL PIPING SCHEMATIC PRECOAT TEE PRECOAT REDUCING FITTING TO PUMP, PROVIDED BY FILTER MANUF, TO SANITARY SUMP PIT I-' SEE MEP TO SANITARY SUMP PIT PLANS I NORMALLY OPEN AIR OPERATED EFFLUENT VALVE, INSTALL AS CLOSE AS P0551BLE TO PRECOAT TEE, PROVIDED BY FILTER MANUF, 51GHT GLASS, PROVIDED BY FILTER MANUF. NORMALLY CLOSED AIR OPERATED PRECOAT VALVE, Certlficatlon * Seal: PROVIDED BY FILTER MANUF. BALANCE 3" GRAVITY I hereby certify that this plan, Specification, or report was prepared by me or under my direct 5upern5lon and that I am a duly Licensed oO Frofe55lonal Engineer under the laws of the 5tate of Massachusetts. NORMALLY OPEN VALVE, i� PROVIDED BY FILTER MANUF. I TANK O FROM SIDEWALL LINT 6" HAIR � LINT 3" GRAVITY FROM SIDEWALL F �o Moss ZN OFME TRAP, 12" 1 2" 1 2" BALANCE B2 SSW(I 0 1 2 GRAVITY FROM O� t c TANK SUCTION ZERO -DEPTH ENTRY No 47833 B I 3/4" 0 I.D. ANTI -VORTEX POLYTUBE TO RECIRC. LINE, PLATE „ I2 I TYPICAL I MODULATING GRAVITY 3/08/2022 FLOAT VALVE, CAGE Registered evil Engineer Signature: ate: TYPICAL A I I " 1211 GRAVITY CAGE 3" 2" TO GURGLING SPRINGS # I 2" TO GURGLING SPRINGS G #2 SUCTION FEATURE HEADER O3" O SUCTION IN WAVE CI CA5510N EQUIPMENT ROOM I I POOL AREA BASIN CONSTRUCTION SHOTCRETE AREA 12841 SF RECIRCULATION RATE BASIN FINISH PAINT VOLUME 219710 GAL STATE REQUIRED_ 915 GPM AT 240 MIN ACTUAL DESIGN: 1594 GPM AT 138 MI IN MINIMUM WATER DEPTH 0'-0" CAPACITY REC. 321 BATHERS MAXIMUM WATER DEPTH 6' 0" ICAPACITY MAX. 852 BATHERS 1BASINPERIMETER 474 LF WAVE POOL FEATURES: ITEM FEATURE FLOW SUPPLY PUMP I FEATURE MANUFACTURER FEATURE INSTALLED BY 8 GURGLING SPRINGS 1 10 GPM EACH IFEATUREPUMP 1WHITTEN PRODUCTS I POOL CONTRACTOR WAVE POOL DECK EQUIPMENT: ITEM QUANTITY SIZE MODEL NOTES LADDER SETS 4 --- WHITTEN PRODUCTS, LR10129 304 STAINLESS STEEL & 0.145-INCH WALL THICKNESS RAIL ANCHORS 1/RAIL POST --- REFER TO RAIL MANUFACTURER --- --- --- --- --- --- --- --- --- ESCUTHEON PLATES 1/RAIL POST, --- REFER TO RAIL MANUFACTURER --- --- --- --- --- --- --- --- --- ROPE FLOATS 1 --- RECREONICS, COLOR BY OWNER PROVIDE 3/4" ROPE DIA., 5"x9" FLOATS, ROPE HOOKS ROPE FLOAT ANCHORS 2 ISEE DETAIL --- --- --- --- --- --- --- --- --- RECIRCULATION PUMP 'B' CURVE: 'D' 100 Minimum Conitinuaus Stable Flaw ao 55 60 65 io 7 0 . ,1S. fl In Bo' Max aflowable flow S3 Preferred aperadnO region Stt 4.,31 in nn 60 ` a 75 5 h X 40 . in 30 a 2 10 .. ..... .. ..... .a _ .... ,: _ _. .. ,_ ., 0 20 NPSH3 10 a. o Q 200 400 600 800 1,000 1,200 1,400 1,600 1,800 2,000 2,200 2,400 _ 2,600 2,800 Flow - USgPM FEATURE PUMP 60 Hz Performance Curve 100 } ?0 80 70 a 60 Rf tq. 50 tQ Lat 40 30 20 10 0 0 10 20 30 40 50 60 7fl 80 40 100 110 120 130 140 150 160 170 U.S. Gallons per Minute h I ` i BEST EFFICIENCY 51Z11�IG I 4 E l I 9 I I 11 I I ° �{ ii t i s7 "5 I C 2/ 1 G122 DOH REVISION MARK DATE DESCRIPTION DATE 01 /25/2022 ISSUED: 155UE STATE SUBMITTAL PHASE: PROJECT TITLE: CAPE COD N PLATABLE PARK PROJECT OWNER: CAPE COD I F ATAB E N L L PARK PROJECT LOCATION: WE5T YARMOUTH, MA55ACN U5ETT5 SHEET TITLE: WAVE POOL PIPING 5CHEMATIC AND EQUIPMENT L15T 5CA E: NONE L PROJECT 52987 SHEET AQ 1 .05 NUMBER CV CV O CV a O C.� 51 Ss 75 _N L1_ v G) N^ L' ) U Q Q U N Lf� O N Lfi i i , k k r k k r k r k r >c r k j� I X X DECK ELEV. '` AT POOL EDGE, X + X X 1 X I X I Ltj I X X I X X (5) X X I X I X I X I X X I X + X I X X I X X I X \ -74- _74- \ \ \ \ \ \ \ \ \ LEV. = 95.50' )L EDGE, TYPICAL NCE TURF) NORTH HAkMAKER employee -Owned ..(608) 643-4100 www.ramaker.com ,.Eltlfiaitm * 5eal: I hereby certify that thi5 plan, 5pecrf+cation, or report was prepared by me or under my direct 5upervi5+on and that I am a duly Licensed Profe55ional Engineer under the laws of the 5tate of Massachusetts. 3/08/2022 P.eg5tered Gvil Engineer 5lgnature: atf� eo 22 3/3/22 DOH REVISION 211 G/22 DOH REVISION MARK DATE DE5CRIPTION DATE 01 /25/2022 ISSUED: 155UE STATE 51LIBMITTAL PHASE: PROJECT TITLE: NOTES: 1 CONSTRUCTION JOINTS AND EXPAN51ON JOINT5 SHALL BE INSTALLED ON THE BASIN FLOOR * WALL5 AND FIELD LOCATED BY CONTRACTOR A5 REQUIRED. 5EE DETAIL 4 AND 5 ON 5h1EET AQ20.00. 2. MAIN DRAINS MARKED "HRV" REQUIRE A HYDROSTATIC RELIEF VALVE. 3. DEPTH MARKERS SHALL BE PLACED AT MAXIMUM 25INTERVALS AROUND THE POOL PERIMETER, MARKER5 TO BE PLACED ON THE DECK AND ON THE POOL WALL5 ABOVE THE WATERLINE. 5EE DETAIL 3 ON SHEET AQ20.09. 4. POOL CONTRACTOR SHALL VERIFY LOCATIONS OF ANY THEMING FEATURES WITH THEMING CONTRACTOR. L-P POOL WATER FEATURE5 AND SLIDE TO BE OF CONTRASTING OLORTO THE POOLFLOORL CONTRACTOR TO ENSURE ALL POOL SKIMMERS FLOAT WEIRS E IN5TALLED AND FUNCTIONAL. CAPE COD INFLATABLE am PROJECT OWNER: CAPE COD I N FLATABLE PARK PROJECT LOCATION: WE5T YARMOUTH, MA55ACN U5ETT5 SHEET TITLE: ACTIVITY POOL PLAN VIEW 0 2' 4' 8' L I I"x 17 1/8" = 1' 2 2" x 34" - 1 /4" = 1 ' PROJECT 52987 NUMBER AQ 2.00 M-T cV GV O cv _,_.1 m C 0 U (4 75 N LE V CV Ln U Q g Q U N Ln O N i� _ 5v G11 EQUALIZER PIPE TO 611 MAIN DRAIN SUCTION PIPE j INV. =92.25' APES u APMD / 6„ . G11 %; G11 Gil 3„ 311 ' 411 2" EQUALIZER PIPE Koux M A sr<v, E Fq NORTH employee -owned (608) 6 3-4100 www.ramaker.com AIADG AQUATIC DEVELOPMENT GROUP 2" (5) DECK JETS #2 SUPPLY / , ,- � 4" ' —_ l G" `'� � �-- 2" (5) DECK JETS # I SUPPLY -411 411 INV.= 93.75'� r RV Gil Gil 31, ; 41 1011 2 / � 31 211 ` �' \ G" i / I , 2 /- Q20.0 1 411 211 1, 211 INV.= .40' 92 APFR---- 211 TYP. —\ \211 411�/ I 211 , 211 211 I .5" TYP. � 2 211 11 1.5 211 1 \. \\ 1.5 --- 3" 311 - 211 3 211 3" (5) DECK JETS # I'-- it 21 TYP. 2° 311 / - 1 .5" -- 1.511 /� 1 (5) DECK JETS #2 , 1 .5" �'''✓` ,- /' `'� 1 -- INV.= 92.88' 1 ,5 / --'APWf- I �2�� APWF-2 \ SPLIT PEA---- �— INV.= 93.200 il 2" ' APWF-4 APWF-5 APWF-G 2" EQUALIZER PIPE MUSHROOM MAZE # I MUSHROOM MAZE #2 GURGLING SPRINGS #2 �.� 211 - r- 211 -------- 7F J � J I � i f Q/ 1. 5' 1.511 211 1.511 I .5" - .5" 1.511 GURGLING SPRINGS # I APWF-7 1 .5" SPLIT PEA SUPPLY 2" MUSHROOM MAZE # I SUPPLY /- 2" MUSHROOM MAZE #2 SUPPLY --- 2" GURGLING SPRINGS #2 SUPPLY 2" GURGLING SPRINGS # I SUPPLY SYMBOL KEY o FILL SENSOR SKIMMER O FLOOR INLET MAIN DRAIN RECIRC SUPPLY LINE FEATURE SUPPLY LINE SUCTION LINE SENSOR CONDUIT NOTES: 1. VELOCITY OF SUPPLY PIPING SHALL BE LESS THAN 8 FT/SEC. 2. VELOCITY OF SUCTION PIPING SHALL BE LESS THAN G FT/SEC. 3. POOL PIPING RUNS ARE SHOWN FOR SCHEMATIC PURPOSES ONLY. THEY ARE NOT INTENDED TO REFLECT ACTUAL PIPE LOCATION. (CONTRACTOR SHALL FIELD LOCATE POOL PIPING). 4. MAIN DRAIN SUCTION VELOCITY SHALL BE LESS THAN 1.5 FT/SEC THROUGH GRATE AT DESIGN FLOW. 5. ALL POOL PIPING SHALL BE RIGID PVC SCHEDULE 40 UNLESS OTHERWISE NOTED, G. GRAVITY LINES TO HAVE A MINIMUM SLOPE Of 1 /8" PER FOOT. 7. FLOOR INLETS SHALL BE LOCATED TO HAVE AN AREA OF INFLUENCE Of A 10 FOOT RADIUS. i hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Massachusetts: 3/08/2022 Registered C1vd Engineer Signature: Date: MARK DATE I DESCRIPTION DATE 01 /25/2022 ISSUED: ISSUE STATE 5U13MITTAL PHASE: PROJECT TITLE: CAPE COD INFLATABLE PARK PROJECT OWNER: CAFE COD N FLATABLE PARK PROJECT LOCATION: WEST YARMOUTH, MASSACHUSETTS SHEET TITLE: ACTIVITY POOL PIPING PLAN 0 21 41 81 I I"x 17" - 1/8" = P 22" x 34"- 1/411 = 11' NUOMBER 52987 NUMB R AQ2.0 Qzlplro (4 E SL m m N N N O O L a L _O 73 U 73 N N 73 0 v 0 t\ N Ln U Q Q U N Ln O N lLnn 5UB-50IL UNDER POOL AND AROUND POOL SHELL SHALL HAVE A MIN. BEARING STRENGTH OF 3,000 P5F 2 Q2o.o ACTIVITY POOL SECTION A SCALE: 3/8" = P-0" (22" X 34") T.O.W. ELEV.=95.83' DECK ELEV. =95.50' POOL DECK SHALL POOL WALL * FLOOR SLOPE AT 1/4" TO 1/2" / JUNCTION SHALL HAVE PER FOOT TO DECK 4" A I it TO G" RADIUS DRAIN OR GRADE _ f7 10 . L 4 =1� —I I I— IIIII G" OF 95% COMPACTED SAND Tll c OR CRUSHED AGGREGATE i11T-1 =1 i�i-l��-�-its �-i-� -i UNDER POOL AND AROUND "-1 III"'II 1�ll111 T1[�I1�I1 1L Ill_ POOL SHELL 5UB-50IL UNDER POOL AND AROUND POOL SHELL SHALL HAVE A MIN. BEARING STRENGTH OF 3,000 P5F T.O.W. ELEV.=95.83' / TOP OF WALL ELEV.=95.83' 1 DECK ELEV.=95.50' Q20.0 / /// POOL DECK SHALL SLOPE AT 1 /4" TO 1 /2" WATERLINE ELEV.=95.00' \ 411 PDRAION OT OR O DECK I ,- I Ott I '-011 o. VOLCLAY WATERSTOP PER DETAIL G ON SHEET AQ20.00 l IF FLOOR � WALL ARE ® POOL BOTTOM SLOPE TO SLIP -RESISTANT WHITE SEPARATE POURS BE MAXIMUM OF I " PER / EPDXY PAINT FINISH ON P-0" TO MAIN DRAIN FLOOR AND 5TAIR TREADS ti 2 Q20.0 ACTIVITY POOL SECTION 0 SCALE; 3/8" = I'-C" (22" X 34") T.O.W. ELEV.=95.83' DECK ELEV.=95.50' I Q20.0 TOP OF WALL ELEV.=95.83' NOTES: I . CONSTRUCTION JOINTS AND EXPANSION JOINTS SHALL BE INSTALLED ON THE BASIN FLOOR * WALLS AND FIELD LOCATED BY CONTRACTOR AS REQUIRED. SEE DETAILS 4 AND 5 ON SHEET AQ20.00. 2. DEPTH MARKERS SHALL BE PLACED AT MAXIMUM 25' INTERVALS AROUND THE POOL PERIMETER, DEPTH MARKERS SHALL BE PLACED ON DECK AND ON POOL WAI IS ABnVF WATFRI INF. NOTES: 1. CONSTRUCTION JOINTS AND EXPANSION JOINTS SHALL BE INSTALLED ON THE BASIN FLOOR * WALLS AND FIELD LOCATED BY CONTRACTOR AS REQUIRED. SEE DETAILS 4 AND 5 ONaSHEET AQ2Q;00,..,,-, 2. DEPTH MARKERS SHALL BE PLACED AT MAXIMUM 25' INTERVALS AROUND THE POOL PERIMETER. DEPTH MARKERS SHALL BE PLACED ON DECK AND ON POOL WALLS ABOVE WATERLINE. FOR FEATURES SEE EQUIPMENT LIST. REFER TO MANUFACTURERS T.O.W. ELEV.=95.83' INSTALLATION INSTRUCTIONS. POOL DECK SHALL POOL WALL * FLOOR SLOPE AT 1/4" TO 1/2" JUNCTION SHALL HAVE WATERLINE ELEV.=95.00' PER FOOT TO DECK A I " TO G" RADIUS DRAIN OR GRADE 1'-7" I'-7" a777.7 n=1 r VOLCLAY WATER5TOP PER DETAIL -I G ON SHEET AQ20.00 IF FLOOR �IA11-1=11 POOL BOTTOM SLOPE TO SLIP -RESISTANT WHITE II III II 11J� 111-WALL ARE SEPARATE POURS =IHIII�1III IL -III_ BE MAXIMUM OF I it PER EPDXY PAINT FINISH ON SEE PIPING PLANS P-0" TO MAIN DRAIN FLOOR AND 5TAIR TREADS 3 G" OF 95% COMPACTED SAND OR CRUSHED AGGREGATE UNDER POOL Q20.0 AND AROUND POOL SHELL. SUB -SOIL UNDER POOL AND AROUND POOL SHELL ACTIVITY POOL SECTION SHALL HAVE A MIN. BEARING SCALE: 3/8" = I'-0" (22" X 34") C STRENGTH OF 3,000 P5F ACTIVITY POOL SECTION 0 SCALE: 3/8" = I'-0" (22" X 34") — T.O.W. ELEV.=95.83' �— DECK ELEV.=95.50' POOL DECK SHALL 411 SLOPE AT 1 /4" TO 1 /2" PER FOOT TO DECK DRAIN OR GRADE — VOLCLAY WATER5TOP PER DETAIL G ON SHEET AQ20.00 =1 IF FLOOR * WALL ARE SEPARATE POURS - G" OF 95% COMPACTED SAND OK CRUSHED AGGREGATE UNDER POOL AND AROUND POOL SHELL. 5U5-501L UNDER POOL AND AROUND POOL SHELL SHALL HAVE A MIN. BEARING STRENGTH OF 3,000 P5F DECK ELEV.=95.50' POOL DECK SHALL SLOPE AT 1 /4" TO 1 /2" PER FOOT TO DECK DRAIN OR GRADE 4 Q20.0 NOTES: I . CONSTRUCTION JOINTS AND EXPANSION JOINTS SHALL BE INSTALLED ON THE BASIN FLOOR * WALLS AND FIELD LOCATED BY CONTRACTOR AS REQUIRED. SEE DETAILS 4 AND 5 ON SHEET AQ20.00. EIMARRKERS ARKERS SHALL BE PLACED AT MAXIMUM 25' AILS AROUND THE POOL PERIMETER. DEPTH SHALL BE PLACED ON DECK AND ON POOL BOVE WATERLINE. NOTES: I . CONSTRUCTION JOINTS AND EXPANSION JOINTS SHALL BE INSTALLED ON THE BA51N FLOOR � WALLS AND FIELD LOCATED BY CONTRACTOR AS REQUIRED. SEE DETAILS 4 AND 5 ON SHEET AQ20.00. 2. DEPTH MARKERS SHALL BE PLACED AT MAXIMUM 25' AI INTERVALS AROUND THE POOL PERIMETER. DEPTH MAKKER5 SHALL BE PLACED ON DECK AND ON POOL WALLS ABOVE WATERLINE. it / KfikMAKER _ employee -owned (606) 643-4100 www.ramaker.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the 5tate of Massachusetts. v No. 4183 A9c 9FGIsTjv" } Ji( s 3/08/22 2 T2egistered Gvd Eng Weer Sig9 nature: ate: 0 2 22 1 I EV15ION G DOH R MARK DATE DESCRIPTION DATE 01 /25/2022 ISSUED: 155UE STATE SUBMITTAL PHASE: PROJECT TITLE: CAPE COD N F LATAB LE PARK PROJECT OWNER: CAPE COD INFLATABLE PARK PROJECT LOCATION: WE5T YARMOUTH, MA55ACH U5ETT5 SHEET TITLE: ACTIVITY POOL 5ECTION VI EW5 SCALE: AS NOTED PROJECT 5 2 9 Q -7 NUMBER CJ / NUM R AQ2.02 � n`foZ nG N CV O <V s m O U Ui Co C\I I CV N O N O L c� 0 U 51 73 U d.. 75 U E '^U V 1 cL N Ln U I' Q Q N Ln O 6� N Ln 0 Gil INLET SUPPLY j RECIRC. PUMP POWER TO RECIRC. PUMP , ll VOLTAGE/PHASE I 1 20V SUPPLY CHEMICAL FEED CONTROLLER, ELECTRICALLY COMPACT CONTACTOR WITH 2OAMP N.O. INTERLOCKED WITH RECIRCULATION PUMP CONTACT * CORROSION -RESISTANT a; CONTROL WIRING, TYPICAL HOUSING BY ELECTRICAL CONTRACTOR. pH, ORP PROBES ALSO SEE NOTES ON SHEET AQ 10,01 AND FLOW SWITCH DEDICATED COMBINATION GPCI OUTLET SWITCH (OR EQUAL) TO SERVE AS O...................................................... 1 CHEMICAL CONTROLLER DISCONNECT 1 Q I.D. PVC, ..... CHEMICAL FEED PUMP : : . : TYPICAL LIQUID CHLORINE0 W CHEMICAL TANK OO SAMPLE PORT CO2 CYLINDERS * I 208/24OV, 1 PH REGULATORS 1 ; O( UV CONTROL 5WITCHOVER 1 PANEL MODULE L ; CONTROLLER METER * PRESSURE REGULATOR UV UNIT SOLENOID VALVE 31411 O LID 1 CHECK VALVE 5 POLYTUBE TO � EJECTOR I F Gt' G�� RECIRC. LINE, I ( TYPICAL 61 I 112" 0 1. D. POLYTUBE, TYPICAL MANUFACTURER SPECIFIED LENGTH OF STRAIGHT PIPE POOL AREA ! EQUIPMENT ROOM ACTIVITY POOL EQUIPMENT L15T: z G" ACTIVITY POOL PIPING SCHEMATIC MARK ITEM QUANTITY SIZE MODEL NOTES AURORA 3800, 3x4x9.5 DESIGN: 370 GPM / 70 FT TDH A RECIRCULATION PUMP 1 15 HP 1800 RPM 480V, 3PH PEAK: 739 GPM / 30 FT TDH RECI RCULATI ON PUMP FIBERGLASS STRAIGHT Al H & L STRAINER 1 6"x6° FLUIDTROL, SW116106031 PROVIDE TWO STRAINER BASKETS RECIRCULATION PUMP SIZED AND PROVIDED BY A2 VFD 1 --- ELECTRICAL CONTRACTOR SEE SHEET AQ10.00 FOR ADD'L NOTES STA-RITE MAX-E-PROXF, XPK-20 DESIGN:. 227 GPM / 40 FT TDH B FEATURE PUMP 1 5 HP 480V, 3PH PEAK: 300 GPM / 11 FT TDH FEATURE PUMP B1 H & L STRAINER --- --- INTEGRAL TO PUMP PROVIDE TWO STRAINER BASKETS NEPTUNE BENSON ASSERO, SP- 362 GALLON BACKWASH TO REGENERATIVE 29-39-500 GROUND SURFACE THRU HOLDING TANK MEDIA FILTER 1 294 S.F. 1.26 GPM/SF AND 6 INCH AIR GAP C AIR COMPRESSOR 1 --- REFER TO FILTER MANUF. FOR SIZING SHARED WITH ALL IN NORTH EQUIP ROOM D FLOOR INLETS 12 2 1NCH STA-RITE 08417-0000 1/2 TURN OPEN 31 GPM EACH SKIMMERS 7 --- WATERWAY RENEGADE, 540-6360 53 GPM EACH 8.6 INCH WEIR E EQUALIZER COVERS --- --- CONNECT TO MAI N DRAI N PI PING --- --- --- --- --- --- --- RECIRCULA11ON & PEAK FLOWN 1039 GPM FEATURE WHITTEN, ADG242430MD 1440 GPM MAX / GRATE 20 YEAR LIFE F MAIN DRAINS 2 24"x24" 288.0 S.I.OPEN AREA EACH DESIGN FLOW: 597 GPM / 0-7 FPS PROVIDE VFD CONTROL FROVIDE UV UNIT FLOW SWITCH CONTROL TO SHUT DOWN UV WITH NO WATER FLOW G CHEMICAL CONTROLLER 1 --- BECSYS7 110V INTERLOCK WITH RECIRCULATION PUMP 1200-GALLON STORAGE DRUM, PROVIDE CHEMICAL LIQUID SODIUM HYPOCHLORITE SECONDARY CONTAINMENT, SHARED WITH H DISINFECTION 1 50 GPD STENNER, 45M5 ALL VESSELS IN NORTH EQUIP ROOM CO2 CYLINDERS PROVIDED BY OWNER CO2 SYSTEM SIZE & ACCESSORIES PER MANUFACTURER J H ADJUSTMENT 1 _-_ SYSTEM BEGSYS CO2 FEED SY M OPERATED T HRU CHEMICAL CONTROLLER PROVIED MANUF. SPEC'D CONTROL PANEL, - - NEPTUNE BENSON, W F-125 6 N CONTROLLER I NTERLQCK WITH CHEMICAL TI�C}L K UV DI SI NFEC11 ON 1 ___ 208/240V, 1 PH, 2.5kW, 30A WHEN NO FLOW PRESENT TO SHUTDOWN HE ADG, WM04288 1101/ POTABLE WATER SUPPLY: 1 I NCH L AUTOFI LL 1 SENSORS LOCATED: STANDPIPE RPZVALVE REQUIRED1 1 NCH F RECIRCULATION FLOWMETER 1 6 INCH SIGNET,3_ 551-P1_12 BLIND 24 VDC PROVIDE7310-10 4 120V TRANSFORMER COMBINATION VACUUM/ 4 INCH ITTE WH N PRODUCTS PVC INFLUENT & EFFLUENT GAUGE PANEL S URE GAUGE PRE S A E 1 / PUMP DIAL 11553 PRESSURE/COMPOUND GAUGE Y O PRESSURE & VACUUM ASSEMBLY FOR RE WHERE :52 INCH HARVARD BALL VALVE OR EQUAL PVC TRUE UNION � 2 INCH VALVE OR EQUAL BRAY BUTTERFLY Q PE W/ EPDXY COAT CAST IRON WAFER TYPE E -- I-- VALVE NOTED WHERE < 3 INCH HARVARD OR EQUAL BRASS FLAPPER _ > ; MUCH MEIRAFLEX CVXXK OR EQUAL CAST IRON WITH EPDXY COATED BODY � CHECK VALVE NOTED WHERE PIPE NOTED --- ASTM D 1785 SCHEDULE 40 PVC --- --- --- --- --- --- --- PROVIDED BY OWNER SHARED WITH ALL VESSELS DPD TEST KIT FOR CHL, INCLUDING, CHEMICAL TEST KIT 1 --- IN NORTH EQUIPMENT ROOM pH, ALKALINITY, CYANURIC ACID ACTIVITY POOL DATA: G" 0 FILTER 0 SOLENOID VALVE 1 20V WATER LEVEL CONTROLLER SEE DETAIL 5 ON AQ20.08 SUPPLY < L ) CONDUIT 2" �! PROTECTED WATER SOURCE BY PLUMBING CONTRACTOR MUST BE PLUMBED INDEPENDENTLY TO WASTE TH RU AIR GAP AUTONLL CONNECTION SEE BACKWASH DRAIN LINE DETAIL 5 ON SHEET AQ20.08 VACUUM DRAIN LINE I 411 TO 5ANTIARY SUMP PIT TO SANITARY SUMP PIT SEE MEP INDICATES FLANGE / UNION 3/411 i PLANS CONNECTION, TYPICAL �► TO SANITARY SUMP PIT ` PRECOAT VENT LINE PRECOAT TEE G° �— NORMALLY OPEN AIR OPERATED 11211 AIR COMPRESSOR, EFFLUENT VALVE, INSTALL AS PROVIDED BY OC 3„ CLOSE AS POSSIBLE TO PRECOAT FILTER MANUF. TEE, PROVIDED BY FILTER MANUF. WATER SEPARATOR, SIGHT GLASS, FILTER, * REGULATOR PROVIDED BY SEE FILTER MANUFACTURER'5 FILTER MANUF. INSTALLATION INSTRUCTIONS NORMALLY CLOSED AIR FOR ADDITIONAL INFORMATION OPERATED PRECOAT VALVE, CONTROLLER PROVIDED BY FILTER MANUF. PROVIDED BY FILTER NORMALLY OPEN VALVE, MANUF. PROVIDED BY FILTER MANUF. Glt G" r3"HAIR * LINT TRAP, TYP. A2 VFD A Gil O Gil 1 1 PRECOAT REDUCING A I 1 3/4" 0 1. D. SEE ELECT. PLANS --------------- FITTING TO PUMP, POLYTUBE TO PROVIDED BY I RECIRC. LINE, DRAIN VALVE FILTER MANUF. I TYPICAL 0 o � BASIN CONSTRUCTION SHOTCRETE 1AREA 1755 SF RECIRCULATION RATE BASIN FINISH PAINT VOLUME 9932 GAL STATE REQUIRED: 41 GPM AT 240 MIN ACTUAL DESIGN: 370 GPM AT 27 MIN MINIMUM WATER DEPTH 01-91 CAPACITY REC_ 43 BATHERS MAXIMUM WATER DEPTH 1'-01. CAPACITY MAX, 117 BATHERS BASIN PERIMETER 186 LF ACTIVITY POOL FEATURES: FEATURE 1 1 INSTALLEDJRER FEATURE 1ME 10 DECK JETS, RDHN-APj '�"�a`�,.l�_E jai ACTIVITY POOL DECK EQUIPMENT: ITEM QUANTITY SIZE MODEL NOTES STAIR HANDRAILS 2 1.9" O-D. CUSTOM STAINLESS STEEL 0.100-INCH WALL THICKNESS 304 STAINLESS STEEL RAIL ANCHORS 1/RAIL POST 4" DEEP SR SMITH MODEL AS-104MG S.S. WEDGE ANCHOR ESCUTCHEON PLATES I 1/RAIL POST 4.5" DIA I SR SMITH MODEL EP-100F S.S. ROUND PLATE RECIRCULATION PUMP W CURVE_'8.251n' 150 Minimum Continuous Stable Flaw 135 Max allowable flow Preferred operating region 120 105 9.6080 55 60 65; '0 31 82 AV 90 75 cS 7 r #i•Slra . �. 70 a� 65 46 T'uV in 30 e+a+ns 15 0 16 " Nl:'a$H 8 0 510 100 150 200 250 `, 300 . 350 400 450 500 5 600 650 700 750 800 850 ' 900 950 Flow - USgpm FEATURE PUMP 'B' CURVE: 'G' I G" SKIMMER SUCTION i I G" RECIRC. SUCTION I I 4" FEATURE SUCTION i 1011 0" O MAIN DRAIN �M M' A 101(h-, E DR-ft , _ employee -owned _ 1 (608) 643-4100 www.raW kerxc , I hereby certify that this plan, 5peciflcation, or report was prepared by me or under my direct 5upervl5on and that I am a duly Llcen5ed Profe551onal Engineer under the Iaw5 of the 5tate of Massachusetts. 1 0" MAIN DRAIN MAN I FOLD 3/08/2022 BELOW BASIN Registered Civil Engineer 5lgnature: Date: 1011 0 MAIN DRAIN 4" I 2" TO (5) DECK JETS # I 2" TO (5) DECK JETS #2 I 2" TO GURGLING SPRINGS # 1 9„ T(l r-1 112r,1 #p 4" MANIFOLD oN— 2" TO MUSHROOM MAZE # I I 2" TO MUSHROOM MAZE #2 1 .5" TO SPLIT PEA EQUIPMENT ROOM POOL AREA — I 3 Phase --_.._ . �-- r Performance 10 '1 .. t I` E Curve 00 } 1 t , E a 1 t t r t t } r -r r t 90 , t 1 t p t t t t 3 t ! } io -� � 1_ t � t^ -t -1- t• �- -t 60 I f t �g tl J } # I 1 t } , t i t 40 f 30 20 " 10 0 20 40 60 go 100 120 140 160 180 200 220 240 260 280 300 VoluawifG Flow Hate in U& Geffons Per Minute' MARK DATE DESCRIPTION DATE 01 /25/2022 ISSUED: ISSUE STATE SUBMITTAL PHASE: PROJECT TITLE: CAPE COD IN ELATABLE PARK PROJECT OWNER: CAPE COD INFLATABLE PA RK PROJECT LOCATION: WE5 T YA TN IZ MOU , MASS C U A N 5 ETTS SHEET TITLE: ACTIVITY POOL PIPING I CNEMATIC AND EQUIPME NT LIST SCALE: NONE PROJECT 5 2 9 �2✓CJ 7 NUMBER SHEET ACC 2 . O3 NUMBER Cl CV C7 CV L a O U (4 7 u nnL R V n5 W I.LT V V L O �mV U , N Ln U Q D C� g 0 U co N Ln O O n N Ln `Y 0 4.5 4-1 0 L u cn u_ C2 z s m m o V v ~n � J � tJ� Q Q m CV N 0 CV s 0 V O m N N N O 06 O O 51 75 03 t\ N Ln U Q g Q N Ln 0 0 N 9 --------------------_ _----;i --_ __i —-- --------------____.._--.---------------__-.----------.___---- -___- ---_._.----- ------- -------— I--- - - -- El 211 10, 31' 311 311 I / I I 4" I I WATER ELEV.= 97.75' 3111 F.F. ELEV.= 92.50' I 5 PUMP CABLE PENETRATIONS, (2) 2", 8' ABOVE FINISHED FLOOR, SEE DETAIL 5 ON SHEET 20.05 Q20.0 5 Q20.0 I 3" INV. =92.92 PRSF 3" �� FRPR 411 3 I 1 ;� INV.=95.42'1 %; FRSS FRMD 2 3 3 I I�' (N p f Q20.0 I I Iz IK'� :z ,0� :O 4' o 4" � / zIC� .n U :O z 4� 2" TYP. (� IO4T 3 3" �� z :� 411 ..�_ -� a `2" ..� O. — — GRAVITY - — — --- — --- RimkMAKEI N O RT H _ employee owned (608) 643-4100 wwwsamakerxon AIDC, AQUATIC DEVELOPMENT GRC SYMBOL KEY o FILL SENSOR ADSKIMMER WALL INLET OMAIN DRAIN SUMP PIT OHYRDROSTATIC RELIEF VALVE PIPING KEY RECIRC SUPPLY LINE - - GRAVITY LINE - FEATURE SUPPLY LINE — SUCTION LINE . . . SENSOR CONDUIT 1 hereby certify that this plan, Specification, or report was pi by me or under my direct 5upervi5ton and that I am a duly Lic Profe55ional Engmeer under the laws of the State of Ma55acf fl NOTES: 3/08/20r 1 . VELOCITY OF SUPPLY PIPING SHALL BE LESS Registered Civil Engmeer 51nature: Date: THAN 8 FT/SEC. 2. VELOCITY OF SUCTION PIPING SHALL BE LESS THAN G FT/SEC. 3. POOL PIPING RUNS ARE SHOWN FOR SCHEMATIC PURPOSES ONLY. THEY ARE NOT INTENDED TO REFLECT ACTUAL PIPE LOCATION. (CONTRACTOR SHALL FIELD LOCATE POOL PIPING). 4. MAIN DRAIN SUCTION VELOCITY SHALL BE LESS THAN 1.5 FT/SEC THROUGH GRATE AT DESIGN FLOW. 5. ALL POOL PIPING SHALL BE RIGID PVC SCHEDULE 40 UNLESS OTHERWISE NOTED, G. GRAVITY LINES TO HAVE A MINIMUM SLOPE OF 1 /8" PER FOOT. 7. AT LEAST ONE INLET SHALL BE LOCATED WITHIN 5 FEET OF EACH CORNER OF THE POOL. INLET SPACING SHALL NOT EXCEED 1 5'. MARK I DATE I DESCRIPTION DATE 01 /25/2022 ISSUED: 155UE STATE SUBMITTAL PHASE: PROJECT TITLE: CAPE COD N f LATAB LE PARK PROJECT OWNER: CAPE COD I N I'LATABLE PARK PROJECT LOCATION: WEST YARMOUTH. MA55ACH U5ETT5 SHEET TITLE: FLOWR I DER PIPING PLAN 0 2j 41 1 I I" x 1 7" 1 /8" = 1' 22" x 34"- I/4" = 1' NUMBER 52967 SHEET NUMAQ 3 . O I BER nC Z - m m o � � Q v 1u v QD M I o Q Qco iw (Ui E R. Ln m N 1 N N O C O L Q3 O 51 C\ O 6� c4 4-1 O U N cn O O CL N Ln U Q U "V N Ln O N Ln an* AQ3.02 T.O.W = 99,25' ' T.O.D = 98.50' t VOLCLAY WATERSTOP PER ; DETAIL G ON 5HEET AQ20.00 IF FLOOR * WALL , ARE SEPARATE POURSOL i F.F. = 92.75' ' -w n- 1 6 OF 95% COMPACTED SAND OR CRUSHED AGGREGATE UNDER POOL AND AROUND POOL SHELL. 0-0" Il I I I I I 8'-0" (RAMP) 53'-011 1 '-G" 25'-0" 1 5'-011 - 5'-011 1'-011 .! OPERATOR PANEL �r T.O. W. = 105.9 ' I � I � NK WALL ' YOND) T.O.R. = 102.921 IRV it ---- AQ3.02 GRADE = 98.50' S.W.L. = 97.75' IIII Ill ill Ill III III III �— I 1I' 5KIMMER suCTION I I 5UB-501L UNDER POOL AND AROUND POOL SHELL SHALL HAVE A MIN. BEARING 5TRENGTH OF 3,000 P5F TANK WALL (BEYOND) TO J= 100.25' TOW=99.25' 2 Q20.0 TANK (BEYOND) L-- -----— — — — — — — — — — — — — — — — - 1----- ----- T.O.W. = 39.25' T.0°D. _ 5'-01I I ' ILTER RETURN HEADER I 11 ; F.F. = 92.75' INLET RETURN FLOWRIDER SECTION A SCALE: I /4" = P-0" (221'X 34") NOZZLE 4 3'-411 -----— — — — — — — — — — — — — — — — — — — — — — — — — — 6 OF95%COMPACTED SAND —I— o i 5'-011 �—------------- -- -- OR CRUSHED AGGREGATE — ! ------------------ UNDER POOL AND AROUND i POOL SHELL. FF=92.75' FLOWRIDER SECTION 5UB-501L UNDER POOL AND - C AROUND POOL SHELL ' SCALE: 1 /4" = P-0" (2211 X 34") SHALL HAVE A MIN. BEARING 5TRENGTH OF 3,000 PSF ---- E"N G'-011 25'-011 NK WALL POND) 53'-011 1 51-0" — I I -Gil t OPERATOR PANEL I Q20,0 t I SKIMMER SUCTION 51-011 FILTER RETURN HEADER FLOWRIDER SECTION D SCALE: 1 /4" = I '-0" (22" X 34") 51-011 I L_OII TOW= 105.92' i Ilf I � I I 1 tj 51-011 FILTER RETURN NOZZLE i ' FF=92.75' G" OF 95% COMPACTED 5A _ CRUSHED AGGREGATE LIND AND AROUND POOL SHELL. 4 5U5-501L UNDER POOL ANI Q20.0 POOL SHELL SHALL HAVE A BEARING STRENGTH OF 3 C .° 211 COVER •` � 8r 4 2i1 #4 BAR @ 12" O.C. EF #4 BAR @ 12" O.C. EF #4 BENT CORNER BAR 12 " GQ40 :° • 211 G4 COVER EPDXY BASED FINISH TYPICAL 13'-2" ALL INTERIOR SURFACES TO • 0-0" ABOVE FINISHED FLOOR GRADE 5WL` .a BACKFILL 5'-011 � MATERIAL 5-01' 64 #4 BENT CORNER BAR • � BEHIND @ 12" O.C. WALL VOLCLAY WATERSTOP #4 @ 12" OCEW 411 I'-O" QII 3" COVER 4'-011 .t , Certification * Seal: 1 hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Massachusetts. FLOWRiDER SECTION 3/08/2022 SCALE: 1 /2" = 1'-0" (22" X 34") Registered Civil Engineer Signature: Date: TOW�-- EPDXY BASED FINISH TYPICAL 9 TOD ALL INTERIOR SURFACES TO SWIL G'-O" ABOVE FINISHED FLOOR BACKFILL 2" COVER 6'-G'1 MATERIAL #4 BAR @ 12" O.C. EF 51 QII BEHIND WALL 51-OII 211 COVER #4 BENT CORNER BAR 33L @ 12" O.C. 54 VOLCLAY WATERSTOP 411 #4 @ 12 OCEW FF 311 COVER a 8" I '-0" i 1 1-411 41-011 FLOWRIDER SECTION f MARK DATE DESCRIPTION SCALE: I /2" = i '-0" (22" X 34") DATE 0 I /25/2022 ISSUED: ISSUE STATE SUBMITTAL PHASE: ACCESS HATCH, 5EE CONCRETE CAP, FIN15H TO — DETAIL EON AQ3.03 MATCH RAMP COLOR AND PROJECT TITLE: CONCRETE RAMP TEXTURE #4 @G" T*B E.W. 6" Gil 611 4 CAFE COD IN FLATABLE ,a 1'-0" #4 @ 12" O.C. a r...:. (2) #4 #3 STIRRUPS PARK @ 12" O.C. 2" COVER i #4 BAR @ 12" O.C. EF 41-211 PROJECT OWNER: CAPE C O D RETRACTABLE #4 BAR @ 12" LADDER REFER TO Q.C. EF GRADE I N FLATAB LE PARK DETAIL F ON SHEET AQ3.03 _ SiNC' I O'-G" PROJECT LOCATION: o a 9'-21' WEST YARM O UTH EPDXY BASED FINISH TYPICAL ALL INTERIOR SURFACES TO #4 BAR @ 12" O.C. #4 BENT CORNER BAR , "j" M AS S AC H U S E I"( 15 G'-O" ABOVE FINISHED FLOOR ° 64 @ 12" O.C. SHEET TITLE: VOLCLAY WATERSTOP, #4 BENT CORNER BAR BACKFILL 51_0" (TYP-) @ 1 2" O.C. 48L MATERIAL BEHIND WALL FLOW RIDER 48 ° #4 BENT CORNER BAR @ 64 O.C. ° 5 ECT I O N V i EWE 411 4 411 FF SCALE: AS NOTED 311 #4 1 2"O. C. B. W. I 11 1 -0 COVER 51-011 I I Oil Q ^7 NUOM>BER 5 � 98 SECTION FLOWS/8" / SHEET NUMBER AQ 3 = SCALE: 318" = I'-0" (22" X 34") C' •O (U� E Ln N N N 0 06 L ct5 O m L N _O f6 -6 U L tL. s 73 N N 73 Vl O -N v N O O >L N,^^ Ln U Q g Q U C� N Ln O N Ln 5'-4" 30'-0" 51-411 ��ITOWII OL TOW Iv 0� TOW O PUMP CABLE - PENETRATIONS, TOW TOR _011 2@2, 21 TOR TOPOFRAMP ----- -- — -- BARRIERS BY OTHERS G'-O" 020.0 N I '-Gil GRADE I = 3'_0" WL INV 4 I '-Gil .— - - r Q20.0 _ VOLCLAY WATERSTOP PER FILTER RETURN - DETAIL G ON SHEET ---- 5 AQ20.00 IF FLOOR * WALL ELOWRIDER 5ECTION A Q20.0 ARE SEPARATE POURS SCALE: 1/4" = P-O" (22" X 34") 1 '-0" 1 '-0" �I 5'-4" — 30'-0" r TOP OF OF RAMP BARRIER BY OTHERS GRADE TOD 4 5WL p 5 oil G" OF 95% COMPACTED SAND OR CRUSHED AGGREGATE FF �- --- UNDER POOL AND AROUND POOL SHELL. ll - SUB -SOIL UNDER POOL AND - ° FLOWRIDER SECTION AROUND POOL SHELL SCALE: 1/4" = 1'-0" (22" X 34") B 3 SHALL HAVE A MIN. BEARING Q20.0 STRENGTH OF 3,000 P5F rol TOP OF RAMP BARRIERS BY OTHERS TOD BUILDING DESIGNER SHALL VERIFY FOOTING SIZES ARE ADEQUATE FOR ALL SUPPORTING BUILDING LOADS 5 G" OF 05% COMPACTED SAND OR CRUSHED AGGREGATE UNDER POOL AND AROUND POOL SHELL. SUB -SOIL UNDER POOL AND AROUND POOL SHELL SHALL HAVE A MIN. BEARING STRENGTH OF 3,000 P5F — 5 i-4" --- 8" — TOP OF RAMP BARRIERS BY OTHERS VOLCLAY WATER5TOP PER DETAIL G ON SHEET AQ20.00 IF FLOOR * WALL ARE SEPARATE POURS 81, 5'-4" I 0 30'-0" " 5'-4-� 8 1 '-0° OL TOW TOW 2'-G C' O = TOW TOR TOR TOP OF RAMP f .e, BARRIER BY OTHERS TOP OF RAMP BARRIER BY OTHERS — 13'-2" GRADE TO_ D980' WL 5-0" G" OF 95% COMPACTED SAND FF ------ OR CRUSHED AGGREGATE AND ..... , .. ,. ., e�- :;, ,° UNDER POOL AROUND POOL SHELL, VOLCLAY WATERSTOP PER i I' 1��' SUB -SOIL UNDER POOL AND DETAIL G ON SHEET L---------' AROUND POOL SHELL AQ20.00 IF FLOOR * WALL FLOWRIDER SECTION Q20.0 SHALL HAVE A MIN. BEARING ARE SEPARATE POUR5 SCALE: 1 /4" = P-0" (22" X 34") C STRENGTH OF 3,000 P5F LOCKING ACCESS HATCH, SEE DETAIL F ON AQ3.03 EPDXY BASED FINISH TYPICAL ALL INTERIOR SURFACES TO 0-0" ABOVE FINISHED FLOOR 8" q" REAR RECOVERY (3) #4 T*B GRATING G" #3 (4) #5 I 0i STIRRUPS (3) #4 T*B @ 12" O.C. -5" 2'-G" 1'-5" 5'-411 #4 @ 12" O.C. 18 3G� FLOWRIDER SECTION E SCALE: 1 /2" = I '-0" (22 X 34") 0 51_4 8� TOW #4 BAR @ 1 O O.C. � 2" COVER FINISH TO BE SMOOTH KAkM/MkKEK ° PAINTED WHITE BY employee -owned RAMP STEEL OTHERS #4 @ 12" O.C. Tow (608) 643-4100 www.ramaker.com CENTER IN CONC. TOR ° #4 BAR @ 12" O.C. EF ID #4 BAR @ 12" O.C. ° D c #4 BENT CORNER BAR WALL STEEL @ SAME AS VERTICAL #4 @ 12" O.C. BARS a CENTER IN CONC. o 0 G4L p o 1 3'-2" G4 MAX. TO EPDXY C EASED INTERIOR ED INI5HTYPI 5 -9 MIN. SURFACES TO G-O" o 0 ABOVE FINISHED o o TOD FLOOR Q' 5WL > a m j 1 MAX. TO a o 5'-9" MIN. o 0 o p TOF C-_Ocabon Seal: I hereby certify that this plan, specification, or report was prepared 8" by me or under my direct supervision and that I am a duly Licensed G4 #4 BENT CORNER BAR o 0 0 @ ! 2" O.C. Professional Engineer under the laws of the State of Massachusetts. --JJ 48 WALUfTG BENT BARS: VOLCLAY WATERSTOP o o #4 # 12" O.C. CENTER IN CONC. 36 #4 @ 12" O.C. EW 8" 8" 18 a o FF " FOOTING STEEL }° ° 2-0 #4 @ 12" O.C. B.W.A 81 BACKFILL THIS REGION 1'-0" CENTER IN CONC. i #4@G" O.C. PROOF ROLLED AND 3„ COMPACTED ON -SITE #4 @ 12" O.C. COVER MATERIAL 3/05/2022 4'-0" 1 '-4" -0" Registered Civil Engineer 5ignature: Date: ELOWRIDER SECTION D SCALE: 1 /2" = P-0" (22li X 34") BOND PER CODE BOND PER CODE TANK WALL IK 5/5 REMOVABLE HATCH HANDLES 30"1 5/5 ACCESS HATCH PAN BY POOL CONTRACTOR, FILL WITH CONCRETE TO MATCH DECK AFTER INSTALLATION CAP DEPTH 5/5 CAST -IN -PLACE ACCESS HATCH FRAME / OUTLINE OF ACCESS HATCH ABOVE e Do Gil , 0 1 '-5 1 /8" I '-8 7/8" D A' CLEAR TANK P° e BOND PER CODE FLOWRIDER HATCH COVE F SCALE: 3/4" = 1'-0" (22" X 34") MARK I DATE I DESCRIPTION DATE 01 /25/2022 ISSUED: IssUE STATE 5LIBMITTAL PHASE. PROJECT TITLE: CAPE COD N f LATAB LE PARK PROJECT OWNER: CAPE COD N ELATABLE PARK PROJECT LOCATION: WET YARMOUTN, MASSACII USETTS SHEET TITLE: FLOWRI DER SECTION VIEWS SCALE: AS NOTED PROJECT 52967 NUMBER AQ3 • O3 I 0315 �J E Ln m N a N N O N O L c's O 4� L O -6 N L U c� N s v rL N Ln U Q a Q N In O O N In (C) 4" I N LET �-1 SUPPLY RECIRC. PUMP POWER TO RECIRC. PUMP VOLTAGE/PHA5E POWER TO FILTER 1 20V SUPPLY CONTROLLER I 1 20V SUPPLY CHEMICAL FEED CONTROLLER, ELECTRICALLY COMPACT CONTACTOR WITH 2OAMP N.O. INTERLOCKED WITH RECIRCULATION PUMP CONTACT * CORROSION -RESISTANT ;a CONTROL WIRING, TYPICAL i HOUSING BY ELECTRICAL CONTRACTOR. pH, ORP PROBES AL50 SEE NOTES ON SHEET AQ 10.01 AND FLOW SWITCH DEDICATED COMBINATION GFCI OUTLET z""""""' """"""""""""""""' .. � SWITCH (OR EQUAL) TO SERVE AS F ................................. I CHEMICAL CONTROLLER DISCONNECT h CHEMICAL FEED PUMP 1 0 1. D. PVC, G : "rr TYPICAL LIQUID CHLORINE O W i CHEMICAL TANK 0 0 _ SAMPLE PORT CO2 CYLINDERS REGULATORS I • I • O I ; 5WITCHOVER MODULE L j CONTROLLER I METER * PRESSURE REGULATOR : SOLENOID VALVE 3/4" 0 I.D. CHECK VALVE 5 I POLYTUBE TO EJECTOR RECIRC. LINE, 4„ F TYPICAL I /2" Sd I.D. POLYTUBE, TYPICAL MANUFACTURER I SPECIFIED LENGTH OF STRAIGHT PIPE POOL AREA I EQUIPMENT ROOM FLOWRIDER EQUIPMENT L15T: 2111 s 4'i 50LENOID VALVE 1 20V WATER LEVEL CONTROLLER SEE DETAIL G ON AQ20.08 I O SUPPLY CONDUIT O5 PROTECTED WATER SOURCE BY PLUMBING CONTRACTOR MUST BE PLUMBED INDEPENDENTLY TO WASTE THRU AIR GAP ... ...... �-D AUTOFILL CONNECTION SEE BACKWASH DRAIN LINE DETAIL G ON SHEET AQ20.08 VACUUM DRAIN LINE 4" TO SANTIARY SUMP PIT TO SANITARY SUMP PIT I SEE MEP INDICATES FLANGE / UNION 3/4" PLANS PRECOAT VENT LINE CONNECTION, TYPICAL i1 TO SANITARY SUMP PIT I PRECOAT TEE 4" 112" AIR COMPRESSOR, KillPROVIDED BY O FILTER MANUF. WATER SEPARATOR, FILTER, * REGULATOR SEE FILTER MANUFACTURER'S INSTALLATION INSTRUCTIONS 4" FILTER FOR ADDITIONAL INFORMATION CONTROLLER O PROVIDED BY FILTER O MANUF. Ho 4" � A2 G /�rl —, , O VFD ' PRECOAT TEE FITTING SEE ELECT. PLANS L------------ TO PUMP, PROVIDED BY FILTER MAN UF. DRAIN VALVE — NORMALLY OPEN AIR OPERATED EFFLUENT VALVE, INSTALL AS 211 CL05E AS P05515LE TO PRECOAT TEE, PROVIDED BY FILTER MANUF. 51GHT GLASS, PROVIDED BY FILTER MANUF. — NORMALLY CLOSED AIR OPERATED PRECOAT VALVE, PROVIDED BY FILTI=K MANUF. NORMALLY OPEN VALVE, PROVIDED BY FILTER MANUF. 4" 211 HAIR LINT TRAP, TYP. G�fl O 4 11 3/4" Q I.D. A I POLYTUBE TO RECIRC. LINE, TYPICAL I O � 4" SKIMMER SUCTION 4" MAIN DRAIN SUCTION I FLOWRIDER PIPING SCHEMATIC I EQUIPMENT ROOM , POOL AREA MARK ITEM QUANTITY SIZE MODEL NOTES PENTAI R, ECKT 500 48OV, 3PH DES GN: 210 GPM / 70 FT TDH A RECIRCULATION PUMP 1 5 HP PROVIDE FLANGE ASSEMBLY KIT PEAK: 410 GPM / 3 FTTDH RECIRCULATION PUMP Al H & L STRAINER --- --- INTEGRAL TO PUMP PROVIDE TWO STRAINER BASKETS RECIRCULATION PUMP SIZED AND PROVIDED BY A2 VFD 1 --- ELECTRI CAL CONTRACTOR SEE SHEET AQ10.00 FOR ADD'L NOTES NEPTUNE BENSON ASSERO, SP- 362 GALLON BACKWASH TO REGENERATIVE 29-36-300 GROUND SURFACE THRU HOLDING TANK MEDIA FILTER 1 175 S.F. 1.20 GPM/SF AND 6 INCH AIR GAP B AIR COMPRESSOR 1 --- REFER TO FILTER MANUF. FOR SIZI NG SHARED WITH ALL IN NORTH EQUIP ROOM C INLETS 8 1 INCH OPEN ENDED PIPE 10.7 FPS 26 GPM EACH SKIMMERS 4 --- STA-RITE U3 SWIMQUIP, 08650-1404 53 GPM EACH 8.74 INCH WEIR D EQUALIZER COVERS 4 3" HEADER JOHNSON HYDROTECH --- --- --- --- --- --- --- SEE PLANS RECI RCULATI ON LOCATED IN CASSONS, E BLIND SUMP 2 --- NOT ACCESSIBLE TO PATRONS --- --- --- --- --- --- PROVIDE VFD CONTROL F CHEMICAL CONTROLLER 1 --- BECSYS5 11OV INTERLOCK WITH RECIRCULATION PUMP 1200-GALLON STORAGE DRUM, PROVIDE CHEMICAL LIQUID SODIUM HYPOCHLORITE SECONDARY CONTAINMENT, SHARED WITH G DISINFECTION 1 50 GPD STENNER, 45M5 ALL VESSELS IN NORTH EQUIP ROOM CO2 CYLINDERS PROVIDED BY OWNER CO2 SYSTEM SIZE & ACCESSOR PER MANUFACTURER H pH ADJUSTMENT 1 --- BECSYS CO2 FEED SYSTEM OPERATED THRU CHEMICAL CONTROLLER ADG, WM04288 11 OV POTABLE WATER SUPPLY: 1 I NCH J AUTOFI LL 1 --- SENSORS LOCATED: STANDPIPE RPZ VALVE REQUIRED 1 1 NCH RECI RCULAATI ON FLOWMETER 1 4 INCH SIGNET 3-2551-PO-12 BLIND 24 VDC PROVIDE 7310-1024120V TRANSFORMER COMBINATION VACUUM/ 4 INCH WHITTEN PRODUCTS INSTALL ONE IMMEDIATELY UPSTREAM & PRESSURE GAUGE 1 / PUMP DIAL 11553 PRESSURE/COMPOUND GAUGE DOWNSTREAM OF EACH PUMP WHERE <_ 2 INCH HARVARD BALL VALVE OR EQUAL PVC TRUE UNION > 2 INCH BRAY BUTTERFLY VALVE OR EQUAL CAST IRON WAFER TYPE W1 EPDXY COAT VALVE NOTED WHERE < 3 INCH HARVARD OR EQUAL BRASS FLAPPER ? 3 INCH METRAFLEX CVXXK OR EQUAL CAST IRON WITH EPDXY COATED BODY CHECK VALVE NOTED WHERE PIPE NOTED --- ASTM D 1785 SCHEDULE 40 PVC --- --- --- --- --- --- PROVIDED BY OWNER SHARED WITH ALL VESSELS DPD TEST KIT FOR CHL, INCLUDING, CHEMICAL TEST KIT 1 --- IN NORTH EQUIPMENT ROOM pH, ALKALINITY, CYANURIC ACID INDCLUDES, BUT NOT LIMITED TO SUBMERSABLE FEATURE PUMP FLOWRI DER FEATURE ADG FLOWRIDER SYSTEM CONTROL PANEL EQUI PMENT --- --- SEE FEATURE SUPPLIER PLANS WI RI NG FLOWRIDER DATA: BASIN CONSTRUCTION CIP CONCRETE AREA 1560 SF RECIRCULATION RATE BASIN FINISH PAINT BASIN PERIMETER 162 LF STATE REQUIRED: 122 GPM AT 480 MIN ACTUAL DESIGN: 210 GPM AT 278 MIN VAULT WATER DEPTH 5'-0" VOLUME 58344 GAL VAULT WATER DEPTH 5'-0" CAPACITY MAX. 2 BATHERS RECIRCULATION PUMP 'A' CURVE: 'D' RA"k-MAEK*,.',E R' employee -owned (606) 6 3-4100 www.ramaker.com AIDG AQUATIC DEVELOPMENT GROUP Certlficabon * 5eal: I hereby certify that this plan, 5peafication, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the 5tate of Massachusetts. D MAIN DRAIN v CIVIL z No. 47833 L 0MAIN 1 1 3/08/2022 DRAIN Registered Civil Engineer Signature: Date: MARK DATE DESCRIPTION DATE 01 /25/2022 ISSUED: ISSUE STATE SUBMITTAL PHASE: PROJECT TITLE: CAPE COD N F LATAB LE PARK PROJECT OWNER: CAPE COD I N FLATABLE PARK PROJECT LOCATION: WEST YARM0UTH, MA55ACH U5ETT5 SHEET TITLE: IFLOWRIDER PIPING SCHEMATIC AND EQUIPMENT L15T SCALE: NONE NUOMBER 52987 NUMBERSHEET AQ3 .04 75 U L_ � z s m 6� p Q W z v v o Q 4 5! .ir 0 iEL C9 CV C\! C\i NO O ca O m N 0 75 v L N LC L CV to U Q g d U C\1 Ln O RI tin >c / k k / k k x , k k / k / k k k / k oNIwwll�s oN ,� k k- k CARVED ROCK THEMING, i TYPICAL AT 5KINANnFR9 '- k / k k k / k k , k k r k / k / k , / k , k k / k k k , k / k k / / k / k / k , k k / k k Xk r k / k / k k k kk k�k k k X k k k k k , k / k x � k�k x 3 EXTERIOR WALL r CARVED ROCK FINISH, TYP. i �_ T.O.W. ELEV. = — 102.00' TYPICAL /- PAINTED CONTRASTING 2" STRIPE CONT. 1 _ 2 Q20.07 L BAR POOL TABLE OUT51DE CORNERS OF COPING TO BE GROUND SMOOTH TO REMOVE \ SHARP EDGES, TYPICAL. T.O.W. ELEV. = 102.00' TYPICAL POOL WALL WITH TABLE TOP / / DECK ELEV. = 98.50' AT POOL EDGE, TYPICAL 0 (D 0 \111"D"D'11'1110 0 / /L Z'5 DECK ELEV. = 98.50' . AT POOL EDGE, TYPICAL 4' CLEAR DECK REQUIREMENT HATCH ADDED WATER ELEV.= 101 .25' POOL WATER DEPTH = 3'-G" / EXTERIOR WALL 4 �` i � CARVED ROCK Q20.0 >' i` I"IN15H, TYP. BAR AREA, SEE I I, — �l l ARCH PLAN SHEETS III o li L 1 Li DEPTH MARKERS SHALL BE = 'I PROVIDED ON VERTICAL WALL I 1 1 AT WATERLINE ELEVATION FOR ALL WALLS SHARED WITH BAR 'L� Ui__�JI I NA Q20.07 WET SIDE BAR STOOL 0 (5) TREADS @ 1 2" (G) RISERS @ 8"��� 1 I IL? m1 jm rl ADA LIFLTO BE PROVIDED BY�THE POOL CONTRACTOR. THE ANCHOR IS TO BE FURNISHED, INSTALLED AND ELECTRICALLY BONDED TO THE POOL GRID BY THE POOL CONTRACTOR. FOR SPECIFIED MODEL NUMBERS SEE POOL EQUIPMENT LIST. BUILDING ROOF, SEE ARCH PLAN SHEETS. BUILDING STRUCTURE SHALL BE SEPARATE FROM POOL BASIN WITH SEPARATE FOUNDATIONS. DRY SIDE BAR STOOL, BY OTHER Certificabon *- Seal: I hereby certify that this plan, Specification, or report was prepared by me or under my direct 5upervi5ion and that I am a duly Licensed Profe55onal Engineer under the laws of the State of Massachusetts. 3/06/2022 Registered Civil Engineer ignature: Date: - NOTES: ��1 1 I . CONSTRUCTION JOINTS AND EXPANSION JOINTS ` °i\ -� - SHALL BE INSTALLED ON THE BASIN FLOOR * WALLS AND FIELD LOCATED BY CONTRACTOR AS REQUIRED. I SEE DETAIL 4 AND 5 ON SHEET AQ20.00. 2. MAIN DRAINS MARKED "HRV" REQUIRE A HYDROSTATIC � RELIEF VALVE. % C5HEET EPTH MARKERS SHALL BE PLACED AT MAXIMUM 25' f TERVALS AROUND THE POOL PERIMETER. MARKERS POOL WALL WITH ' EMERGENCY O BE PLACED ON THE DECK AND ON THE POOL TABLE TOP TELEPHONE, BY OWNER ALLS ABOVE THE WATERLINE. SEE DETAIL 3 ON _ AQ20.09. T.O.W. ELEV. 102.00' TYPICAL 4. POOL CONTRACTOR SHALL VERIFY LOCATIONS OF ANY THEMING FEATURES WITH THEMING CONTRACTOR. EXTERIOR WALL CARVED ROCK FINISH, TYP. 0 3/3/22 DOH REVISION X XXXXXXI 2/ ! 6/22 DOH REVI910N k - - - - - - + X MARK DATE DESCRIPTION i f �` X DATE 01 /25/2022 ISSUED: (4) TREADS @ 1 2" X ISSUE (5) RISERS @ 7" XX PHASE: STATE SUBMITTAL 12\ X X X X X l X- X- X- X- X PROJECT TITLE: X I 020.o X CAPE COD / X IN ELATABLE X PARK �7 (I) TADS @ X JH PROJECT OWNER: ,X CAPE COD X x IN FLATABLE PARK PROJECT LOCATION: WEST YARMOUTH �- MA55ACNU5ET75 SHEET TITLE: DAIS POOL PLAN VIEW 4 O 2' 4" 81 Fi Novi i �` 6 1 I" x 1 7" - 1 /8" _ 1' 0 22" x 34" - 114" - 1 ' o NUMBER 5 2987 k NUMBER AQ4.00 N N C) N L 0 V l J N c\I N O 06 L O O N L N V L N Ln U Q d U N Ln O N Ln 2" EQUALIZER LINE 3" TYP. — 211 � � I ('-D I I j2„ a2o.o ( 2" I i 3'I 3" 211 311 2" j J I I 411 r Y) 211 211 I 4 Q20.0 _ I 411 F ( 1411 - 411 8" EQUALIZER LINE TO MAIN DRAIN SUCTION 211 I QI ) I CJ 411 I ; I 211 — — —8"— — 411 Q,I i H RV r INNER 2 INV. -93 25' Q20.0 BPSS I BPMD _.---� _i Gil 8 SKIMMER SUCTION 11 —: 8" MAIN DRAIN SUCTION Gil ,I r Gil INLET SUPPLY --- 411 G G G" 3" TYPI 1 II f- ) GI, 5 INV. =54.75' Q20.0 4 \f I i BPR' R I .� Q20.07 1 .5° Q200 r . . 21 SENSOR LINE. . . 411 o ' o I i I I 311 \ � s\ i I, i I � 4„ f i 411 I — 4" `J 2" TYP. II I, I I I II III 10 Ak if mr KA 1 MkA A P-140%,', E R NORTt1 employee -owned (608) 643-4100 www.ramaker.com 5YM50L KEY 44 WALL I N LET o FILL SENSOR SKIMMER O FLOOR INLET �0 HIGH PLOW FLOOR INLET MAIN DRAIN PIPING KEY RECIRC SUPPLY LINE FEATURE SUPPLY LINE SUCTION LINE NOTES: I . VELOCITY OF SUPPLY PIPING SHALL BE LESS THAN 8 FTl5EC. 2. VELOCITY OF SUCTION PIPING SHALL BE LESS THAN G FT/SEC. 3. POOL PIPING RUNS ARE SHOWN FOR SCHEMATIC PURPOSES ONLY, THEY ARE NOT INTENDED TO REFLECT ACTUAL PIPE LOCATION. (CONTRACTOR SHALL FIELD LOCATE POOL PIPING). 4. MAIN DRAIN SUCTION VELOCITY SHALL BE LESS THAN 1.5 PT/SEC THROUGH GRATE AT DESIGN FLOW. 5. ALL POOL PIPING SHALL BE RIGID PVC SCHEDULE 40 UNLESS OTHERWISE NOTED. G. GRAVITY LINES TO HAVE A MINIMUM SLOPE OP 1 /8" PER FOOT, 7. AT LEAST ONE INLET SHALL BE LOCATED WITHIN 5 FEET OF EACH CORNER Of THE POOL INLET SPACING SHALL NOT EXCEED 1 5'. 8. FLOOR INLETS SHALL BE LOCATED TO HAVE AN AREA OF INFLUENCE OF A 10 FOOT RADIUS. A4DG AQUATIC DEVELOPMENT GROUP Certification * Seal: I hereby certify that th15 plan, 5pecrflcatlon, or report was prepared by me or under my direct supervi5lon and that I am a duly Llcen5ed Profe551onal Engineer under the laws of the 5tate of Massachusetts. C 9FcrS 3/08/202 2 I Pegl5tered Civil Engineer 51gnature: Date: MARK DATE DESCRIPTION DATE 01 /25/2022 ISSUED: ISSUE STATE SUBMITTAL PHASE: PROJECT TITLE: CAPE COD IN E LATAB LE PARK PROJECT OWNER: CAPE COD IN 1=LATABLE PARK PROJECT LOCATION: WE5T YARMOUTH, MA55ACh U5ETT5 SHEET TITLE: BAR POOL PIPING PLAN O 21 4' 8' 1 1" x 1 7" - 1 /8" = 1' 22" x 34" - 1 /4" = 1 NUOMBER 52987 SHEET NUMBER "T AQ /L . 0 1 7Z z_ ILI— Q� oz z s m �C�11 riz LLJ Q V w z . U U (U� SKIMMER IN CARVED ROCK WALL, SEE DETAIL - DECK ELEV.=98.50' TYP. F 4 ON SHEET AQ20.OG T.O.W. ELEV.= 102.00'1 CONCRETE POOL WALL THEMING 3 UNDERWATER 1 V20.0)1 STOOL Q20.07 M.-M I ;NOR u .N"M -M. CONCRETE POOL WALL THEMING r_ 0 4' 3" ffi ° e a 3 Gil n- P POOL BOTTOM SLOPE TO =III III=1� IIII III -III BR E MAXIMUM OF 1" PE �_ III 1 1 I'-O" TO MAIN DRAIN 11=III-11I-1I-111=1I1=1=111=1I 1=111 G" OF 95% COMPACTED SAND 1 OR CRUSHED AGGREGATE ti , UNDER POOL AND AROUND 2 POOL SHELL. �� 020.0 5UB-50IL UNDER POOL AND AROUND POOL SHELL SHALL HAVE A MIN, BEARING STRENGTH OF 3,000 P5F BAR POOL SECTION A SCALE: 1 /2 = 1 '-0" (22" X 34") SKIMMER IN CARVED ROCK WALL, SEE DETAIL 4 ON 5HFET AQ20.OG T.O.W. ELEV.= 102.00' CONCRETE POOL WALL THEMING TYPICAL POOL WALL -, I+ 3 — WATERLINE ELEV. = 101 .25' _ IN ' p p 1 41-011 4'-3" P , , p POOL F/F ELEV.=99'-3" D p VOLCLAY WATER5TOP PER DETAIL G ON SHEET AQ20.00 IF FLOOR * WALL ARE SEPARATE POURS TYPICAL POOL FLOOR HEEL EXTEND HEEL TO ACCOMADATE CONCRETE THEMING AS NECESSARY NOTES: I CONSTRUCTION JOINTS AND EXPANSION JOINTS SHALL BE INSTALLED ON THE BASIN FLOOR * WALLS AND FIELD LOCATED BY CONTRACTOR AS REQUIRED. SEE DETAILS 4 AND 5 ON SHEET AQ20.00. 2. DEPTH MARKERS SHALL BE PLACED AT MAXIMUM 25' i INTERVALS AROUND THE POOL PERIMETER. DEPTH MARKERS SHALL BE PLACED ON DECK AND ON POOL WALLS ABOVE WATERLINE. R A" M A EK'd*v,'. E R' employee -owned (608) 643-4100 www.ramaker.com ;eOcabon * Seal: I hereby certify that this plan, Specification, or report was prepared by me or under my direct 5upervi5ion and that I am a duly Licensed Profe55onal Engineer under the laws of the State of Massachusetts. ' UVIL f. No 4T833 3/08/202 2 e— gad Civil Engineer Signature: Date: SKIMMER IN CARVED ROCK WALL, SEE DETAIL 4 ON SHEET AQ20.0G CONCRETE POOL WALL THEMING 3 2 T.O.W. ELEV.= 102.00' 1 \ Q20.0 Q20.Q7 CONCRETE POOL WALL THEMING 1 Q20 0 j WATERLINE ELEV.101 .75' 020.07 / am 13 n� S a I` 3 N. ..S IM IN l'' CONCRETE POOL WALL :.__,,.. t_ . G ON a, o , THEMING, SEE DETAIL 1 SHEET AQ20.07 DECK ELEV.=98.50' TYP. 1 a I'-G" a a m k. 4'3 A r 1 0 1 B UNDFRW TER o 22 211 G/22 DOH REV1510N POOL DECK SHALL a i 1 STOOL POOL DECK SHALL SLOPE AT 1 /4 TO 1 /2 PER o $ , , 3'-G" , I SLOPE AT 1 /4 TO 112 PER �I 2116/22 DOH REVISION FOOT TO DECK DRAIN 8 a FOOT TO DECK DRAIN 2�_Oil - MARK DATE DESCRIPTION DATEe o a 1 p p 155UED: 01 /25/2022 a . ° p o :. ° ° a o VOLCLAY WATER5TOP PER ISSUE II—L� p °p ° Q. o _ p DETAIL G ON SHEET AQ20.00 I_ p / PHASE: STATE SUBMITTAL D ` IF FLOOR * WALL ARE T PROJEC TITLE. o BAR TABLE 1 WHITE EPDXY PAINT WITH SLIP SEPARATE POURS III— G" OF 95% COMPACTED SAND �IIIh �� =�l l�i ' RESISTANT FLOOR FINISH UP —� TO THE WATERLINE TILE POOL F/F ELEV.=97.75' CAFE COD OR CRUSHED AGGREGATE�771—III— III —111= UNDER POOL AND AROUND =1 1=III Ill lrl. III II I I) III III I X. POOL SHELL. J 2 POOL BOTTOM SLOPE TO JUNCTION WALL SHALL FLOOR E BE MAXIMUM OF I " PER I N f LATA13 LE Q20.0 I'-O" TO MAIN DRAIN A I TOG RADIUS j� 5UB-SOIL UNDER POOL AND TYPICAL POOL FLOOR HEEL 1 ARK AROUND POOL SHELL ��/' EXTEND HEEL TO ACCOMADATE SHALL HAVE A MIN, BEARING CONCRETE THEMING AS NECESSARY PROJECT OWNER: STRENGTH OF 3,000 PSF BAR POOL SECTION )3 CAPE COD SCALE: 112" = I -0" (22" X 34") N FLATABLE PARK NOTES: PROJECT LOCATION: I . CONSTRUCTION JOINTS AND EXPANSION JOINTS SHALL WEST YARMOUTH, BE INSTALLED ON THE BASIN FLOOR * WALLS AND FIELD MA�ACN USETTS LOCATED BY CONTRACTOR AS REQUIRED. SEE DETAILS 4 AND 5 ON SHEET AQ20.00. SHEET TITLE: /\ 2. DEPTH MARKERS SHALL BE PLACED AT MAXIMUM 25' / , INTERVALS AROUND THE POOL PERIMETER. DEPTH BAR POOL SECTION MARKERS SHALL BE PLACED ON DECK AND ON POOL WALLS ABOVE WATERLINE. VIEWS SCALE: A5 NOTED PROJECT 52987 NUMBER // NUMBER AQ`"T . O 2 E m CV I CV CV O N O L n� O 4� L N O cc5 -1� U 4 M U s U !L A ,CV L 1 U d Q U CV Ln O 6) CV Ln l C G" I N LET SUPPLY CI C2 RECIRC. PUMP POWLK 10 RECIRC. PUMP VOLTAGE/PHASE 120V SUPPLY CHEMICAL FEED CONTROLLER, ELECTRICALLY COMPACT CONTACTOR WITH 2OAMP N.O. INTERLOCKED WITH RECIRCULATION PUMP CONTACT * CORROSION -RESISTANT " ai �— CONTROL WIRING, TYPICAL HOUSING BY ELECTRICAL CONTRACTOR. i P PROBES ALSO SEE NOTES ON SHEET AQ 10.01 ANRD OW WITCH DEDICATED COMBINATION GFCI OUTLET SWITCH (OR EQUAL) TO SERVE AS F....................................................... i CHEMICAL CONTROLLER DISCONNECT ; CHEMICAL FEED PUMP 1 O 1. D. PVC, TYPICAL LIQUID CHLORINE O CHEMICAL TANK 00 SAMPLE PORT CO2 CYLINDERS REGULATORS : I I 5WITCHOVER MODULE L jIF CONTROLLER METER * PRESSURE F-1 REGULATOR I 50LENOID VALVE : 3/4" 0 1. D. I CHECK VALVE 5 I POLYTUBE TO 7EJECTOR RECIRC. LINE, 611 I F TYPICAL I 112" O I.D. POLYTUBE, TYPICAL MANUFACTURER SPECIFIED LENGTH OF STRAIGHT PIPE POOL AREA I EQUIPMENT ROOM BAR POOL EQUIPMENT LIST: 2111 BAR POOL PIPING 5CHEMATIC MARK ITEM QUANTITY S17E MODEL NOTES AURORA 3800, 3x4x9.5 DESIGN- 531 GPM / 70 FT TDH A RECIRCULATION PUMP 1 15 HP 1800 RPM 460V", 3PH PEAK: 781 GPM / 39 FT TDH RECIRCULATION PUMP FIBERGLASS STRAIGHT Al H & L STRAINER 1 8"x8" FLUIDTROL, SW116108031 PROVIDE TWO STRAINER BASKETS RECIRCULATION PUMP SIZED AND PROVIDED BY A2 VFD 1 --- ELECTRICAL CONTRACTOR SEE SHEETAQ10.00 FORADD'L NOTES NEPTUNE BENSON DEFENDER, 318 GALLON BACKWASH TO REGENERATIVE SP-27-48-487 GROUND SURFACE THRU HOLDING TANK MEDIA FILTER 1 381 S.F. 1.39 GPWSF AND 6 INCH AIR GAP AIR COMPRESSOR 1 --- REFER TO FILTER MANUF. FOR SIZING SHARED WITH ALL IN NORTH EQUIP ROOM 6 CONTROLLER 1 --- NEPTUNE BENSON, RMF 110V INTERLOCK WITH RECIRCULATION PUMP C WALL INLET 1 0.75 INCH STA-RITE 08429-0000 10.9 FPS 15 GPM EACH C1 STANDARD FLOOR INLET 10 2 INCH STA-RITE 08429-0000 1/2 TURN OPEN 22 GPM EACH C2 HIGH -FLOW FLOOR INLET 2 4 INCH ADG, 11529 NIA TURN OPEN 150 GPM EACH SKIMMERS 12 --- STA-RITE U3 SWIMQUIP. 08650-1404 44 GPM EACH 8.74 INCH WEIR D EQUALIZERS --- --- CONNECT TO MAI N DRAI N Pl PI NG --- --- --- --- --- --- --- PEAK FLOW: 781 GPM RECIRCULATION WHITTEN, ADG24243OMD 1440 GPM MAX / GRATE 20 YEAR LIFE E MAIN DRAINS 2 24"x24"' 288.0 S.T. OPEN AREA EACH DESIGN FLOW: 531 GPM / 0.6 FPS PROVIDE VFD CONTROL F CHEMICAL CONTROLLER 1 --- BECSYS5 110V i INTERLOCK WITH RECI RCULATI ON PUMP 1200-GALLON STORAGE DRUM, PROVIDE CHEMICAL LI QUi D SODIUM HYPOC LORTE SECONDARY CONTAINMENT, SHARED WITH G DISINFECTION 1 50 GPD STENNER, 45M5 ALL VESSELS IN NORTH EQUIP ROOM CO2 CYLINDERS PROVIDED BY OWNER CO2 SYSTEM SIZE & ACCESSORIES PER MANUFACTURER H pH ADJUSTMENT 1 --- BECSYS CO2 FEED SYSTEM OPERATED THRU CHEMICAL CONTROLLER ADG, WM04288 110V POTABLE WATER SUPPLY: 1 INCH J AUTOFI ILL 1 --- SENSORS LOCATED: STANDPIPE RPZ VALVE REQUIRED 1 INCH RECIRCULATION FLOWMETER 1 6 INCH SIGNET 3-2551-P1-12 BLIND 24 VDC , PROVIDE #7310-1024 120V TRANSFORMER j (� COMBINATION NA BI TION VACUUM/ 4 INCH WHITTEN PRODUCTS INSTALL ONE IMMEDIATELY UPSTREAM & `T PRESSURE GAUGE 1 / PUMP DIAL 11553 PRESSURE/COMPOUND GAUGE DOWNSTREAM OF EACH PUMP WHERE <_ 2 INCH HARVARD BALL VALVE OR EQUAL PVC TRUE UNION > 2 INCH BRAY BUTTERFLY VALVE OR EQUAL CAST IRON WAFER TYPE W/ EPDXY COAT VALVE NOTED WHERE < 3 INCH HARVARD OR EQUAL BRASS FLAPPER > 3 INCH METRAFLEX CVXXK OR EQUAL CAST IRON WITH EPDXY COATED BODY CHECK VALVE NOTED WHERE PIPE NOTED --- ASTM D 1785 SCHEDULE 40 PVC --- --- --- --- --- --- --- 500 W INTELLIBRITE 5G WHITE, 601102 FIELD VERIFY CORD LENGTH UNDERWATER LIGHTS 3 EQUIVALENT PENTAIR LARGE SS NICHE, 78210400 120 VOLTS 100 FT CURD LENGTH PROVIDED BY OWNER SHARED WITH ALL VESSELS DPD TEST KIT FOR CHL, INCLUDING, CHEMICAL TEST KIT 1 --- 1 N NORTH EQUI PMENT ROOM ALKALI NI TY, CYANURI C ACI D SOLENOID VALVE 1 20V WATER LEVEL CONTROLLER SEE DETAIL 5 ON AQ20.08 SUPPLY I. :.. ......CONDUIT.... 2110" E R 5 PROTECTED WATER I} yF employee -owned SOURCE BY PLUMBING (6O8) 643-41QO www.ramaker.cum CONTRACTOR MUST BE PLUMBED INDEPENDENTLY TO WASTE THRU AIR GAP AUTOFILL CONNECTION SEE BACKWASH DRAIN LINE DETAIL 5 ON SHEET AQ20.08 VACUUM DRAIN LINE 10 411 TO SANTIARY SUMP PIT TO SANITARY SUMP PIT I SEE MEP INDICATES FLANGE / UNION 3/4" PLANS ADto CONNECTION, TYPICAL PRECOAT VENT LINE TO SANITARY SUMP PIT AQUATIC DEVELOPMENT GROUP —� I G" PRECOAT TEE AL 01 — NORMALLY OPEN AIR OPERATED 112" AIR COMPRE550R, EFFLUENT VALVE, INSTALL AS PROVIDED BY O 311 CLOSE AS P0551BLE TO PRECOAT FILTER MANUF. TEE, PROVIDED BY FILTER MANUF. WATER SEPARATOR, SIGHT GLASS, FILTER, * REGULATOR PROVIDED BY SEE FILTER MANUFACTURER'S FILTER MANUF. INSTALLATION INSTRUCTIONS NORMALLY CLOSED AIR G" FILTER FOR ADDITIONAL INFORMATION OPERATED PRECOAT VALVE, CONTROLLER PROVIDED BY FILTER MAN UF. O PROVIDED BY FILTER NORMALLY OPEN VALVE, MANUF. PROVIDED BY FILTER MANUF. G1IA 3" HAIR * LINT 0 TRAP, TYP. 811LLn Q11 A2 vFD A O V I I PRECOAT REDUCING I 3/4" O 1. D. SEE ELECT. PLANS L------------ FITTING TO PUMP, A I POLYTUBE TO PROVIDED BY I RECIRC. LINE, DRAIN VALVE FILTER MANUF. I TYPICAL BAR POOL DATA: I 8" MAIN DRAIN SUCTION I EQUIPMENT ROOM , POOL AREA BASIN CONSTRUCTION SHOTCRETE AREA 1160 SF RECIRCULATION RATE BASIN FINISH PANT VOLUME 29646 GAL STATE REQUIRED: 62 GPM AT 480 MIN ACTUAL DESIGN: 531 GPM AT 56 MIN MINIMUM WATER DEPTH 3'-61 CAPACITY REC. 29 BATHERS MAXIMUM WATER DEPTH 3'-611 CAPACITY MAX. 77 BATHERS IBASIN PERIMETER 180 LF BAR POOL DECK EQUIPMENT: ITEM QUANTITY SIZE MODEL NOTES STAIR HANDRAILS 2 1.9" O"D. CUSTOM STAINLESS STEEL 0.109-INCH WALL THICKNESS, 304 STAINLESS STEEL RAIL ANCHORS 1/RAIL POST 4l'DEEP SR SMITH MODEL AS- 104MG S.S. WEDGE ANCHOR ESCUTCHEON PLATES 1/RAI L POST 4"5" DIA SR SMITH, MODEL EP-100F S.S. ROUND PLATE ADA LIFT 1 --- I AQUA CREEK F-006SLE BATTERY POWERED LIFT BY POOL CONTRACTOR ADA LIFT ANCHOR 1 6" DEEP I AQUA CREEK F-SPAAK8 ANCHOR WITH COVER RECIRCULATION PUMP 'A' CURVE: '8.751n' 150 - Minimum Continuous Stable Flow 135 Max allowable flow Preferred operating region 120 .. 9.50In 105 s...... _ 5 0 6570 " 7 77 80 1 a 82 82 90 `t3 f , 77 � 75. 75 8.75 in r 70 60� N, 65 45 7.00 in 30 15 .. _. 0 ,6 NPSH3 . 8 CL 0`0 50 100 150 200 250 300 350 400 450 600 550 600 350 700 750 800 850 900 950 Flog - USgpm I hereby certify that th15 plan, 5peclflcatlon, or report was prepared by me or under my direct 5uperv5lon and that I am a duly Licensed Profe551onal Engineer under the laws of the 5tate of Massachusetts. (D MAIN DRAIN JAMS: I .> I No 47833 l(D MAIN 3/08/2022 DRAIN Regl5tered Gvd Engineer 5gnature: Date: MARK DATE DESCRIPTION DATE 01 /25/2022 ISSUED: 155UE 5TATE SUBMITTAL PHASE: PROJECT TITLE: CAPE COD N E LATAB LE PARK PROJECT OWNER: CAPE COD INI=LATABLE PARK PROJECT LOCATION: WEST YARMOUTH, MA55ACH U5ETT5 SHEET TITLE: BAR POOL PIPING SCHEMATIC AND EQUIPMENT LIST SCALE: NONE 9 �2 "7 PROJECT 5 2✓V / NUMBER SHEET AQ4.03 NUMBER 0 00 N N N O O L O L N SA O M 51 C 75 N L )L -6 m x N N N O >L W E LU N U Q Q U N L_ O n N Ln o I WAVE POOL CAISSON N ---- -- -- - - ---- - - �r f'i CA155ON % t,, CAISSON ;� �,/�• --,i ��. t -Ja4J ' fd ; •' `;G, ,/��/..�� ``;�_�`T'.,�` 1 J r7'- � "/�)`z`^�, 4.1 j �. ' .h ' l•�a f'- r �'..-;....f !. " l'"y�- i I ` r �'7``� >•t- i .• �,�j % � ;�7`T,, r`Y�•� l`i.��`�' T`�.-� �j'.. `F� r /t �r�...r i `�1., i�.T-. i '� ' �.,I `�;,�r CAISSON 'I -a- i;� „ � t CAISSON EQUIPMENT ROOM ! _ ABOVE CAISSONS r ' Y � ,- �I, ,�, F.F. ELEV. 99 9 f WAVE GENERATION EQUIPMENT, SEE MANUFACTUER5 PLANS. FLOOR DRAIN BY PLUMBING CONTRACTOR. SEE PLUMBING PLANS 850 GALLON CHLORINE TANK � SECONDARY CONTAINMENT, COORDINATE LOCATION WITH ARCHITECT. SIZE SECONDARY CONTAINMENT PER MANUFACTURERS RECOMMENDATIONS AT A MINIMUM OF 1 54% CONTAINMENT VOLUME. ELECTRICAL ROOM GENERAL NOTES: 1. POOL CONTRACTOR SHALL SET PUMPS. ELECTRICAL CONTRACTOR SHALL PROVIDE STARTERS, BREAKERS, DISCONNECTS, AND ELECTRICAL SERVICE TO THE PUMPS. 2. POOL CONTRACTOR SHALL SET HEATER(5). PIPING TO AND FROM HEATERS SHALL BE SCHEDULE 80 CPVC PIPING. 3. EQUIPMENT AND PIPING SHOWN FOR SCHEMATIC PURPOSES ONLY. POOL CONTRACTOR SHALL LOCATE EQUIPMENT AND PIPING IN FIELD. 4. ALL VALVES TO HEATERS AND HEATER BY-PASS SHALL BE GEAR OPERATED OR INFINITELY ADJUSTABLE. 5. POOL CONTRACTOR TO CONNECT AUTOMATIC WATER FILL SYSTEM AND FILL SPOUT COLD WATER LINES FROM WATER SOURCE IN EQUIPMENT ROOM. G. POOL CONTRACTOR SHALL PROVIDE CONCRETE HOUSE -KEEPING PADS UNDER PUMPS AND OTHER REQUIRED EQUIPMENT. I 7. PROVIDE ELECTRICAL GROUNDING AND BONDING OF ALL REQUIRED ITEMS IN EQUIPMENT ROOM AND POOL ROOM INCLUDING ALL METALLIC ITEMS WITHIN 5' OF THE POOL EDGE. WORK SHALL CONFORM TO APPLICABLE NEC, STATE, AND LOCAL CODES. ITEMS TO BE BONDED INCLUDE, BUT ARE NOT LIMITED TO: REINFORCING STEEL, HANDRAILS, LADDERS, UNDERWATER LIGHTS, ADA LIFTS, ALL METAL PARTS OF THE POOL STRUCTURE, DRAINS, CONDUIT * PIPING, WATER FEATURE, RAIL ANCHORS, PUMPS, AND POOL EQUIPMENT. SEE DETAIL I ON AQ20.09. MECHANICAL CONTRACTOR NOTES: MECHANICAL CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING. MECHANICAL DESIGN BY OTHERS. 1. PROVIDE EQUIPMENT ROOM, CHEMICAL STORAGE AREA, AND RESTROOM VENTILATION. ALL VENTILATION TO BE DESIGNED PER APPLICABLE CODE(S). �J�'jf //// BELOW GRADE PIPING TO BALANCE TANK \ \ INTERIOR AND EXTERIOR EQUIPMENT ROOM FLOOR MUST BE SLIP RESISTANT AND THE ENTIRE FLOOR AREA MUST BE SLOPED TO FLOOR DRAINS OR GRADE. SEE FILTER DRAIN HUB WIG" AIR GAP BELOW ARCHITECTURAL AND PLUMBING PLANS. FILTER TANK. TO BE SIZED FOR 300 GPM, EQUIPMENT ROOM SHIPS LADDER, SEE HOSE BIB BY PLUMBING CONTRACTOR. (INTERIOR) F.F, ARCHITECTURAL PLANS SEE PLUMBING PLANS. ELEV. = 97-0" tx Ur%AVE POOL AIR COMPRESSOR EYEWASH STATION-71 BY PLUMBING CONTRACTOR, SEE PLUMBING PLANS. PUMPVPD / DISCONNECT BY f ELECTRICAL CHEMICAL ry WAVE POOL n CONTRACTOR, SEE ELECTRICAL CONTROLLER - FILTER PLANS. TYPICAL. CO2 FEEDER O f EQUIPMENT ROOM �! CHEMICAL PUMPS (EXTERIOR) CO2 CYLINDERS © f ELEV= 9T-0" ' - 2 REGEN FILTER DRAIN TANK, Q20.08 SEE PLUMBING PLANS FOR DESIGN * LOCATION. SUMP PIT AND PUMP BY PLUMBING CONTRACTOR. FIELD COORDINATE FINAL LOCATION. REGEN FILTER DRAIN TANK DISCHARGE HUB BY PLUMBING CONTRACTOR. SEE PLUMBING PLANS FOR DESIGN * LOCATION. ELECTRICAL CONTRACTOR NOTES: ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING. ELECTRICAL DESIGN BY OTHERS. 1. FURNISH AND INSTALL GFCI PROTECTED JUNCTION BOXES, CONDUITS AND SWITCHES FOR UNDERWATER POOL LIGHTING. LIGHT FIXTURES AND NICHES TO BE FURNISHED BY POOL CONTRACTOR. WATER -TIGHT CONDUIT TO TERMINATE ABOVE WATER LEVEL. 2. ELECTRICAL WIRING TO SOLENOID VALVES, POOL WATER SENSORS, AND POOL FILLS. POOL CONTRACTOR TO SUPPLY SOLENOID VALVES FOR POOL FILLS 3. FURNISH AND INSTALL EMERGENCY SHUT OFF SWITCH FOR THE FEATURE PUMP AND WAVE POOL FEATURE. SHUT OFF SWITCH SHALL HAVE A PLASTIC COVER. EMERGENCY SWITCH TO SHUT OFF ALL FEATURE PUMPS. 4. ELECTRICAL WIRING TO PUMPS, STARTERS, DISCONNECTS, BREAKERS, VFD5, CONDUIT AND WIRING. ALSO PROVIDE ELECTRICAL SERVICE TO THE FLOWMETER(5). 5. LIGHTING IS REQUIRED IN THE EQUIPMENT ROOM AND RESTROOMS. G. ELECTRICAL WIRING TO CHEMICAL CONTROLLERS THRU SEPARATE DISCONNECT. CONTROLLERS TO BE INTERLOCKED WITH POOL RECIRCULATION PUMPS AND SHUT DOWN WHEN NO FLOW CONDITION EXIST, 7. PROVIDE POOL AREA LIGHTING SO THAT EVERY PART OF THE POOL CAN BE CLEARLY SEEN PER MASSACHUSETTS POOL CODE. CONTROLS MUST BE INACCESSIBLE TO THE PUBLIC. 8. PROVIDE GFCI PROTECTED RECEPTACLES IN THE EQUIPMENT ROOM. 9. ALL POOL EQUIPMENT SHALL HAVE GFCI PROTECTION. 10. REFER TO FEATURE SUPPLIER PLANS AND SUBMITTALS FOR ELECTRICAL SERVICE FOR OPERATION OF WAVE GENERATION EQUIPMENT AND WATER FEATURE(5). PLUMBING CONTRACTOR NOTES: PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING. PLUMBING DESIGN BY OTHERS. POOL AREA: 1. HOSE BIBS - PROVIDE HOSE BIBS IN THE POOL AREA TO CONVENIENTLY SERVE THE POOL AREA WITH A MAXIMUM 100' HOSE. 2. DRINKING FOUNTAIN - PROVIDE AT LEAST ONE DRINKING FOUNTAIN IN THE POOL VICINITY. EQUIPMENT ROOM: 1. PROVIDE A HOSE BIB, 2. PROVIDE FLOOR DRAINS AND SUMP WITH PUMP AS NECESSARY. PUMP TO DISCHARGE THROUGH AN AIR GAP. 3. PROVIDE BACKWASH HUB IN COMPLIANCE OF PLUMBING CODE(5), BOARD OF HEALTH, AND DEPARTMENT OF ENVIRONMENTAL PROTECTION REGULATIONS. 4. POOL FILL WATER - PROVIDE A PROTECTED WATER SUPPLY IN THE EQUIPMENT ROOM; SEE DETAIL G ON AQ20.08. 5. FURNISH AND INSTALL SUMP AND PUMP FOR REGENERATIVE MEDIA FILTER DRAINAGE, SEE DETAIL 2 ON AQ20.08 FOR AIR GAP REQUIREMENTS. BATHROOMS: 1. FLOOR DRAINS ARE REQUIRED. 2. PROVIDE HOSE 5I135 IN THE BATHROOMS OR ENSURE THAT THE POOL AREA HOSE BIBS ARE LOCATED TO BE ABLE TO SERVE THE BATHROOMS WITH A MAXIMUM 1 00' HO5E. 3 \ I X o , X X I X X 1 E fA R Ak' M A K", K X _ employee owned NORTH RTt1 X x (608) 643-4100 www.ramaker.com- ---- ----- - - x �l� X CAISSONS X r AIADG X �,i r , I AQUATIC DEVELOPMENT GROUP 0�/ X .1 I,/, '� -X -X -X -X -X -X L X ---o t rl. WAVE POOL \ %; BALANCE TANK i r'f AUTOFILL CONTROLLER , rj - - AUTOFILL RPZ BY a PLUMBING CONTRACTOR, SEE PLUMBING PLANS. FIELD VERIFY FINAL L LOCATION WITH POOL CONTRACTOR. PUMP PIT F.F. ELEV. = 88'-0 O WAVE POOL WAVE POOL RECIRC PUMP FEATURE PUMP PUMP PIT BARRIER RAIL, - SEE ARCHITECTURAL PLANS PUMP PRESSURE I f VACUUM GAUGE, TYPICAL / FEATURE MANIFOLD REQUIRED ELECTRICAL SERVICE FOR POOL EQUIPMENT ROOM QTY. ITEM VOLT / PHASE COMMENTS I CHEMICAL FEED CONTROLLER 1 10 / 1 ELEC. SERVICE INTERLOCKED WITH RECIRC. PUMP I CHEMICAL FEED PUMP 1 10 / 1 ELEC. SERVICE THRU CONTROLLER I CO2 CONTROLLER 1 10 / 1 ELEC. SERVICE THRU CHEMICAL CONTROLLER 2 WATER PUMPS 4GO / 3 RECIRCULATION * FEATURE PUMPS I AUTOFILL CONTROLLER 1 10 / 1 CONTROLS SOLENOID VALVE I FILTER CONTROLLER 1 10 / 1 REFER TO MANUFACTURERS MANUAL I AIR COMPRESSOR (FILTER) 1 10 / 1 REFER TO MANUFACTURER'S MANUAL 3 DIGITAL FLOWMETER5 1201 1 SEE EQUIPMENT L15T FOR ADDITIONAL NOTES 2 WAVE GENERATION FAN5 --- SEE FEATURE SUPPLIER PLANS I WAVE CONTROLLER 1 1 0 / 1 SEE FEATURE SUPPLIER PLANS I AIR COMPRESSOR (WAVES) --- SEE FEATURE SUPPLIER PLANS Cerhrficatlon * Seal: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engmeer under the laws of the State of Massachusetts. 3/08/202 2 Registered Civil Engineer ignature: Date: zL 1 211 G/22 DOH REV15ION MARK I DATE DESCRIPTION DATE 01 /25/2022 ISSUED: ISSUE STATE SUBMITTAL PHASE: PROJECT TITLE: CAPE COD N f LATAB LE PARK PROJECT OWNER: CAPE COD IN FLATAP LE PARK PROJECT LOCATION: WEST YARMOUTH, MASSACN USETTS SHEET TITLE: WAVE POOL EQUIPMENT BOOM AND MEP NOTES 0 1 '-3" 2'-0' 5' 1 1 1" x 1 7" - 3/ 1 G" = P 2 2" x 34" - 3/8" = 1, NOTE: NUOMBER 5 29(57 PUMPS SIZED 5.0 H.P. OR GREATER SHALL UTILIZE VARIABLE FREQUENCY DRIVES. SEE ELECTRICAL PLANS. **` SHEET NUMBER AQ 10.00 cv cV N s 0 U 0c) E fl -21 l N N O O L O L O 7 N L >L `s d- X N N N N O LU N W N Ln (5 Q D Q i N Ln O N In ,1\ X -X -)k+ Zx 5 ° - - - - - - PLOWRIDER AUTOFILL CONTROLLER PUMP PRESSURE / VACUUM GAUGE, TYPICAL x G Q20.0 ELECTRICAL (Oo ROOM p PUMP VFD / DISCONNECT BY ELECTRICAL CONTRACTOR, SEE ELECTRICAL PLANS. TYPICAL. FLOWRIDER HOSE BIB BY PLUMBING - RECIRC PUMP CONTRACTOR. SEE - FLOOR DRAIN BY PLUMBING f PLUMBING PLANS. CONTRACTOR. SEE -- EYEWASH STATION BY PLUMBING PLUMBING PLANS. CONTRACTOR, SEE PLUMBING PLANS. UNI-STRUT FRAME WITH PLYWOOD CO2 CYLINDERS MOUNTING PANEL ANCHORED TO EQUIPMENT ROOM FLOOR AND CHEMICAL PUMPS, TYPICAL CEILING. FIELD VERIFY FINAL DIMENSIONS. ACTIVITY \ POOL UV C CONTROL O PANEL FF CO2 FEEDERS O ® C 1200 GALLON CHLORINE TANK ON SECONDARY CONTAINMENT PAD, I ACTIVITY POOL COORDINATE LOCATION WITH ARCHITECT. UV UNIT 51ZE SECONDARY CONTAINMENT PER MANUFACTURERS RECOMMENDATIONS AT A MINIMUM OF 1 37% CONTAINMENT VOLUME. j) CHEMICAL CONTROLLERS FILTER DRAIN HUB WIG" AIR GAP BELOW EACH FILTER TANK. TO BE SIZED FOR 300 GPM. 7 7 / \ FLOWRIDER ACTIVITY BAR POOL FILTER POOL FILTER % FILTER i O �I ° O° EQUIPMENT ROOM ° F.F. ELEV. = XX'-XX" ° o Do / °o BAR POOL AUTOFILL STANDPIPE * CONTROLLER L Q BAR POOL ® RECIRC PUMP PUMP PIT BARRIER RAIL, SEE ARCHITECTURAL PLANS SHIPS LADDER, SEE ARCHITECTURAL PLANS ACTIVITY POOL AUTOFILL FUTURE SLIDE STANDPIPE * CONTROLLER RECIRC PUMP ACTIVITY POOL RECIRC PUMP PUMP PRESSURE / VACUUM GAUGE, TYPICAL PUMP PIT F.F. ELEV.= XX'-XX" ACTIVITY POOL FEATURE PUMP ® �F I PUMP VFD / DISCONNECT BY ELECTRICAL CONTRACTOR, SEE ELECTRICAL PLANS. FEATURE f j TYPICAL. MANIFOLD EQUIPMENT ROOM FLOOR MUST BE SLIP RESISTANT AND THE ENTIRE FLOOR AREA MUST BE SLOPED TO FLOOR DRAINS. SEE ARCHITECTURAL AND PLUMBING PLANS. AUTOFILL RPZ(5) BY PLUMBING CONTRACTOR, SEE PLUMBING PLANS. FIELD VERIFY FINAL LOCATIONS) WITH POOL CONTRACTOR.. REGEN FILTER DRAIN TANK DISCHARGE HUB BY PLUMBING CONTRACTOR. SEE PLUMBING PLANS FOR DE51GN * LOCATION. i FUTURE SLIDE COMPLEX FILTER FUTURE SLIDE PUMP 0 SUMP PIT AND PUMP BY - PLUMBING CONTRACTOR. FIELD COORDINATE FINAL LOCATION. FUTURE SLIDE AIR COMPRESSOR FUTURE SLIDE FUTURE SLIDE PUMP PUMP E I�1 FUTURE SLIDE PUMP -- REGEN FILTER DRAIN TANK, SEE PLUMBING PLANS FOR DESIGN LOCATION. FUTURE SLIDE PUMP IF FUTURE SLIDE PUMP U FUTURE SLIDE I� PUMP _-- -_ 0 0 O; O� (� j FUTURE SLIDE PUMP - REQUIRED ELECTRICAL SERVICE FOR POOL EQUIPMENT ROOM QTY. ITEM VOLT / PHASE COMMENTS q" 4 CHEMICAL FEED CONTROLLER 1 10 / 1 ELEC. SERVICE INTERLOCKED WITH RECIRC. PUMP 4 CHEMICAL FEED PUMPS 1 10 / 1 ELEC. SERVICE THRU CONTROLLER = 4 CO2 CONTROLLERS 1 10 / 1 ELEC. SERVICE THRU CHEMICAL CONTROLLER M A E IR 5 WATER PUMPS 4GO / 3 RECIRCULATION * FEATURE PUMPS employee -owned NORTH 4 AUTOFILL CONTROLLERS 1 10 / 1 CONTROLS SOLENOID VALVE (608) 643-4100 www.ramaker.com 4 FILTER CONTROLLERS 1 10 / 1 REFER TO MANUFACTURERS MANUAL I AIR COMPRESSOR (FILTER) 1 10 / 1 REFER TO MANUFACTURERS MANUAL I UV UNIT 208-240 / 1 FLOW SWITCH FUNCTION THRU CHEMICAL CONTROLLER D- Adpw 4 DIGITAL FLOWMETER5 1201 1 SEE EQUIPMENT LIST FOR ADDITIONAL NOTES I FLOWRIDER FEATURE --- SEE FEATURE SUPPLIER PLANS 9 FUTURE WATER PUMPS 4GO 13 8 SLIDES AND I RECIRC. PUMP Aq AQUATIC DEVELOPMENT GROUP 9 FUTURE DIGITAL FLOWMETER5 1 20 / 1 --- I FUTURE AIR COMPRESSOR (SLIDE) --- --- NOTE: *** PUMPS SIZED 5.0 H.P. OR GREATER SHALL UTILIZE VARIABLE FREQUENCY DRIVES. SEE ELECTRICAL PLANS. "** GENERAL NOTES: 1 POOL CONTRACTOR SHALL SET PUMPS. ELECTRICAL CONTRACTOR SHALL PROVIDE STARTERS, BREAKER5, DISCONNECTS, AND ELECTRICAL SERVICE TO THE PUMPS. 2. POOL CONTRACTOR SHALL SET HEATER(S). PIPING TO AND FROM HEATERS SHALL BE SCHEDULE 80 CPVC PIPING. 3. EQUIPMENT AND PIPING SHOWN FOR SCHEMATIC PURPOSES ONLY. POOL CONTRACTOR SHALL LOCATE EQUIPMENT AND PIPING IN FIELD. 4. ALL VALVES TO HEATERS AND HEATER BY-PASS SHALL BE GEAR OPERATED OR INFINITELY ADJUSTABLE. Ci--10" Seal: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that 1 am a duly Licensed 5. POOL CONTRACTOR TO CONNECT AUTOMATIC WATER FILL SYSTEM AND FILL SPOUT COLD WATER LINES FROM WATER Professional Engineer under the laws of the State of Massachusetts. SOURCE IN EQUIPMENT ROOM. G. POOL CONTRACTOR SHALL PROVIDE CONCRETE HOUSE -KEEPING PADS UNDER PUMPS AND OTHER REQUIRED EQUIPMENT. 7. PROVIDE ELECTRICAL GROUNDING AND BONDING OF ALL REQUIRED ITEMS IN EQUIPMENT ROOM AND POOL ROOM INCLUDING % ALL METALLIC ITEMS WITHIN 5' OF THE POOL EDGE. WORK SHALL CONFORM TO APPLICABLE NEC, STATE, AND LOCAL CODES. o JANiES R,. ITEMS TO BE BONDED INCLUDE, BUT ARE NOT LIMITED TO: REINFORCING STEEL, HANDRAILS, LADDERS, UNDERWATER LIGHTS, SKOWROWv' `T� • ADA LIFTS, ALL METAL PARTS OF THE POOL STRUCTURE, DRAINS, CONDUIT PIPING, WATER FEATURE, RAIL ANCHORS, PUMPS, Glvli ° AND POOL, EQUIPMENT, SEE DETAIL I ON AQ20.09. No. MECHANICAL CONTRACTOR NOTES: MECHANICAL CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING. MECHANICAL DESIGN BY OTHERS. 1. PROVIDE EQUIPMENT ROOM, CHEMICAL STORAGE AREA, AND RE5TROOM VENTILATION. ALL VENTILATION TO BE DESIGNED 3{08/2022 e: PER APPLICABLE CODE(S). Registered c�v�i Engineer signature: Date: ELECTRICAL CONTRACTOR NOTES: ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING. ELECTRICAL DESIGN BY OTHERS. 1. FURNISH AND INSTALL GFCI PROTECTED JUNCTION BOXES, CONDUITS AND SWITCHES FOR UNDERWATER POOL LIGHTING. LIGHT FIXTURES AND NICHES TO BE FURNISHED BY POOL CONTRACTOR. WATER -TIGHT CONDUIT TO TERMINATE ABOVE WATER LEVEL. 2. ELECTRICAL WIRING TO SOLENOID VALVES, POOL WATER SENSORS, AND POOL FILLS. POOL CONTRACTOR TO SUPPLY SOLENOID VALVES FOR POOL FILLS 3. FURNISH AND INSTALL EMERGENCY SHUT OFF SWITCH FOR THE FEATURE PUMPS AND FLOWRIDER FEATURE. SHUT OFF SWITCH SHALL HAVE A PLASTIC COVER. EMERGENCY SWITCH TO SHUT OFF ALL FEATURE PUMPS. 4. ELECTRICAL WIRING TO PUMPS, STARTERS, D15CONNECT5, BREAKERS, VFD'S, CONDUIT AND WIRING. AL50 PROVIDE ELECTRICAL SERVICE TO THE FLOWMETER(S). 5. LIGHTING IS REQUIRED IN THE EQUIPMENT ROOM AND RE5TKOOM5. G. ELECTRICAL WIRING TO CHEMICAL CONTROLLERS THRU SEPARATE DISCONNECT. CONTROLLERS TO BE INTERLOCKED WITH POOL RECIRCULATION PUMPS AND SHUT DOWN WHEN NO FLOW CONDITION EXIST. 7. PROVIDE POOL AREA LIGHTING 50 THAT EVERY PART OF THE POOL CAN BE CLEARLY SEEN PER MASSACHUSETTS POOL CODE. CONTROLS MUST BE INACCE5515LF TO THE PUBLIC. 8. PROVIDE GFCI PROTECTED RECEPTACLES IN THE EQUIPMENT ROOM. 9. ALL POOL EQUIPMENT SHALL HAVE GFCI PROTECTION. 10. ELECTRICAL SERVICE TO UV UNIT(S). I I. REFER TO FEATURE SUPPLIER PLANS AND SUBMITTALS FOR ELECTRICAL SERVICE FOR OPERATION OF FLOWRIDER AND 211 G/22 DOH REV1510N WATER FEATURE(5). MARK DATE DESCRIPTION PLUMBING CONTRACTOR NOTES: DATE 0 I /25/2022 PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING. PLUMBING DESIGN BY OTHERS. ISSUED: 155UE STATE SUBMITTAL POOL AREA: PHASE: PROJECT TITLE: 1. HOSE BIBS - PROVIDE H05E BIBS IN THE POOL AREA TO CONVENIENTLY SERVE THE POOL AREA WITH A MAXIMUM 100' HOSE. CAPE COD 2. DRINKING FOUNTAIN - PROVIDE AT LEAST ONE DRINKING FOUNTAIN IN THE POOL VICINITY. 3. FURNISH AND INSTALL DECK DRAIN PIPING * SUMP ALONG WITH PUMP. PUMP TO DISCHARGE TO SANITARY SEWER THROUGH IN i F LATAB LE AN AIR GAP. PARK EQUIPMENT ROOM: 1. PROVIDE A HOSE BiB. PROJECT OWNER: 2. PROVIDE FLOOR DRAINS. CAFE `-'OD 3. PROVIDE BACKWASH HUB IN COMPLIANCE OF PLUMBING CODE(S), BOARD OF HEALTH, AND DEPARTMENT OF IN FLATABLE PARR\ ENVIRONMENTAL PROTECTION REGULATIONS FOR DISCHARGE OF POOL WATER AND REGENERATIVE FILTER MEDIA. ,PpR/OJECT LOCATION: 4. POOL FILL WATER - PROVIDE A PROTECTED WATER SUPPLY IN THE EQUIPMENT ROOM; SEE DETAIL 5 ON AQ20.08. vV EST YARMOUTH , 5. FURNISH AND INSTALL SUMP AND PUMP FOR REGENERATIVE MEDIA FILTER DRAINAGE, SEE DETAIL 2 ON AQ20.08 FOR AIR MA55ACI I U5ETT5 GAP REQUIREMENTS. SHEET TITLE: pp pp BATHROOMS: N 0 RTH FRN 1. FLOOR DRAIN5 ARE REQUIRED. EQU I PM ENT ROOM 2. PROVIDE H05E BIBS IN THE BATHROOMS OR ENSURE THAT THE POOL AREA H05E BIBS ARE LOCATED TO BE ABLE TO SERVE AND MEP NOTES THE BATHROOMS WITH A MAXIMUM 100' HOSE. 0 1 `-3" 2'-01 5 I I"x 17" - 3/10 = I' 2 2" x 34" - 3/8" = I ' PROJECT 52987 NUMBER NUMBER AQ 10.0 1 E Z_ N I N N 0 0 O L c~5 L Q� O Q.? L CL N a 4 v 73 O 4_� U N (f� O iL N Ln U Q 0 Q i N Ln O N Ln MINIMUM NOTES: s -- 1011 - LIGHT FIXTURES AND NICHES NOTES: FURNISHED AND INSTALLED BY POOL ._. -- CONTRACTOR.; - OPENINGS IN GRATES SHALL BE 1/2" OR LESS 2`-O" IN WIDTH OR DIAMETER a a -POOL CONTRACTOR TO VERIFY K/AMAKER ° ° CORD LENGTH WITH ELECTRICIAN employee -owned - GRATES SHALL NOT BE REMOVABLE EXCEPT o0000o o00000 BASED ON JUNCTION BOX LOCATION.' '' "' ""'' (608) 643-4100 www.ramaker.com WITH TOOLS. 000�oo f o00000 a ELECTRICAL CONTRACTOR TO 000000 - SEE EQUIPMENT SCHEMATIC FOR PIPE o��000 t�oQ000 1' IO" I'-4" ° MfN. IN. FURNISH AND INSTALL JUNCTION 00000� 000000 DIAMETERS. 00000® I o00000 BOXES, CONDUITS, WIRING AND SWITCHES FOR POOL LIGHTING. 00 00 2,-0" 00 00 � CARVED ROCK EXTERIOR, 211 MAXIMUM DEPTH 000000 000000 4 °. 44DG VARIES - CARVE TYP. 8" MIN COIL APPROX. 4' OF SLOPE DECK AWAY FROM 000000 a. CABLE AROUND FIXTURE AQUATIC DEVELOPMENT GROUP I" MIN. RADIUS POOL AT 1 /4" PER FOOT MIN. TO 1/2" PER FOOT PLAN VIEW �a 411 MAX. BY OTHERS - 411 MIN: COVER AT ° a a GRATE FRAME KELAMPING POSITION 10" CARVES, 2" MIN. - °d ° SEE DETAIL G ON SHEET SEE EQUIPMENT LI5T COVER OTHER. ° ° d ° ° A020.04 FOR REINFORCING MINIMUM PROVIDE SUFFICIENT CORD d ° AROUND LIGHT FIXTURES LENGTH FOR LIGHT REMOVAL SLIP RESISTANT EPDXY PAIN ON - ° ° d� EXPANSION JOINT WITH FLOOR, WALLS CARVED AND ° SEALANT BY OTHERS POOL FLOOR WATER DEPTH VARIE5, TEXTURED WITH STAINED FINISH d SEE POOL PLAN #4 @ 1211 O.C. ° I" MiN, TO 3" 4 VOLCLAY WATER5TOP PER DETAIL d ° ° o a o o MAX. RADIUS G ON SHEET AQ20.00 IF FLOOR d °° ° WATER -TIGHT CONDUIT WATER ° a . d WALL ARE SEPARATE POURS a a PER NEC AND LOCAL ° LEVEL °° ° ° ° G 4 '4° -�-.-I ° CODE REQUIREMENTS. a ° ° d ° °a ° o ° . d 15X MUST TERMINATE 61I ° 4 ° Cc trficatlon Seal: ' 011 d s 2" MIN, PIPE SIZEABOVE HYDRQSTATIC MIN WATER LEVEL. MIN. ° n I -G I hereby certify that this plan, 5peaflcatlon, or report was prepared by direct that I duly Llcen5ed 2'MIN, "° ° COVER, RELIEF VALVE rl MINIMUM me or under my 5uperv151on and am a Profe551onal Engmeer under the laws of the State of Massachusetts. COVER ad . 211 3" MIN. #4 BAR CONT. 0 0 — MINIMUM REBAR � #5 @ 12" O.C.V COVER o 0 0 o CLEARANCES aa' - EACH WAY #4 BENT @ 1 2" O.C. 0 0 0 0 0 21, ° 31 01I o 0 0 0 0°o a°o 0 0 o a ..00.00.o �� o JARS - POOL LIGHT - SEE 0 ON r SECTIONAL VIEW o SEE DETAIL 6 ON SHEET EQUIPMENT LIST No. e� p o 0 0 o 24" x 24" x 24" AQ20.04 FOR REINFORCING ° AROUND LIGHT FIXTURES ° POOL LIGHT NICHE iO9� �FGISTV-���rrzu Gr�A1 CLEAR STONE ENGINEERED ° a FILTER FABRIC ELECTRICAL GROUND 3/08/2022 BONDED TO REBAR Peg5tered Civil Engineer 5ljnature: Date: ° a a a a FOR CONCRETE AND _ ° ACTIVITY POOL WALL DETAIL MAIN DRAIN 24"X24" DETAIL REBAR SPECS SEE _ _ II II I SCALE: I - I -0 (22 X34tl) SCALE: I "= I'=0" (22"X34") 2 POOL WALL DETAIL SECTIONAL VIEW POOL LIGHT INSTALLATION 3 SCALE: I " = P-0" (24" X 30) NOTE: I . MAXIMUM CONSTRUCTION JOINT SPACING SHALL NOTE: 1011 I . MAXIMUM EXPAN5ION JOINT SPACING SHALL BE 1201 OR A MAXIMUM RATIO OF 3: 1 (LENGTH TO BE 30'. POOL CONTRACTOR SHALL FIELD LOCATE 2" MIN. 2" MIN. BASED UPON CONSTRUCTION SEQUENCES. 1011 WIDTH). POOL CONTRACTOR SHALL FIELD LOCATE BASED UPON CONSTRUCTION SEQUENCES. 2. ALL STEEL, WATER5TOP, DOWELS, AND JOINT 2" MIN. FILLER PROVIDED BY THE POOL CONTRACTOR. 2" MIN. 3/8" TO 1/2" PLASTER FINISH 2. ALL STEEL, WATERST DOWELS, AND JOINT ° FILLER PROVIDED BY THE THHE POOL CONTRACTOR. 3/8" TO 1/2" PLASTER FINIS41 2'-0" LONG #G DOWEL, 18" O.C. REFER TO WALL SECTIONS 2'-0" LONG #G SMOOTH DOWEL, 15" O.C. 5TYROFOAM PLUG 'IGII WATERSTOP /`_ #G DOWEL BAR f° 211 X 21' TILE, EACH 51DE Gil WATERSTOP ''-� ��\ Gil a I'-O" WALL REINFORCING STEEL, SEE TILE GROUT LINE �f TILE LINE WITH 111 CROSS 11_011 APPROPRIATE MARK DATE DESCRIPTION LINKED POLYETHYLENE ° STRUCTURAL FOR DATE EXPAN51ON JOINT FILLER ACTUAL STEEL AND POLY5ULFIDE BASED a �� WHITE EPDXY PAINT WITH SLIP SCHEDULE ISSUED: 0 1 /255/2022 155UE STATE SUBMITTAL 2" X 211 TILE, EACH 51DE ° I , 0„ \ a ° �/ SEALANT A MINIMUM Of P RESISTANT FLOOR ° PHASE: 2" DEEP 5AWCUT ° y `� VOLCLAY WATER5TOP PROJECT TITLE: OR COLD JOINT i "PVC SLEEVE I " °° R211 - CONT. FASTEN PER MANUFACTURER RECOMMENDATION, CAPE COD MAINTAIN MIN. COVER POOL WALL -TOP VIEW a PER MANUFACTURER. I N f LATAD LE TILE LINE WITH 1" CR055 LINKED �� PARK ' \i POOL WALL - TOP VIEW -- POLYETHYLENE EXPAN5ION JOINT FILLER AND POLY5ULFIDE BASED 3 � SEALANT A MINIMUM OF 1 /211 TO D 3" MIN. TROWEL FINISH THIS PROJECT OWNER: �` REFER REGION FOR VOLCLAY FLOOR POUR 2" X 2" TILE, EACH 51DE TILE GROUT LINE 211 X 211 TILE, EACH 51DE G„ DEEP WALL SECTIONS WATEREITOP CAPE COD 2" DEEP SAW UT OR COLD JOINT 611 G" WATERSTOP 2" MIN. \� G" WATER5TOP 211 MIN. \�� D INSTALLATION. CENTER IN TH15 REGION INFLATABLE PARK WHITE EPDXY PAINT WITH SLIP 2 0 LONG #6 SMOOTH G11 RESISTANT FLOOR WHITE EPDXY PAINT WITH SLIP RESISTANT FLOOR 2 -0 LONG #G DOWEL, 6 il LOCATION: DOWEL, 24" O.G. � \ 24" O.C. �PhR�OJECT �.} V V E5T I AI\M O UTI I , a a ° 81I a ° t d MA55ACH U5ETT5 SHEET TITLE: a ° I '-o" 11-011 ° I '-a' -- I 1-0° STANDARD )'-G" 2" MIN. 211 MIN. POOL DETAILS POOL FLOOR - SECTIONAL VIEW POO_L_FL_O_O_R - SECTIONAL VIA SCALE: CONCRETE CONSTRUCTION JOINT 4 SCALE:4 CONCRETE EXPANSION JOINT J WALUFLOOK JOINT SECTION A5 NOTED SCALE: I II = I'-011 (22"x34'I) SCALE:3" = 1'-0" (22" X 34") NUMBED 52987 NUMBER AQ 2 O.00 75 o� L Z5 vi N U7 O U N 0 O N Ln U Q Q U N Lo O 6� N Lo I o" " MIN. RADIUS H/AMAKER 10" employee owned I MIN. RADIUS ���;F,n,T.� .�� SLOPE DECK AWAY FROM (608) 643-4100 www.ramaker.com ° VARIES G" SLOPE DECK AWAY FROM 4" 3" POOL AT 1 /4" PER FOOT ° TO 3'-0" POOL AT 1/4" PER FOOT 5.W.L. G a MIN. TO I/2" PER FOOT VARIES MIN. TO 1/2" PER FOOT °a , MAX. BY OTHER5 3'-O° HANDHOLD TO ° START AT 2'-0", SEE ^ TO IO ° MAX. BY OTHERS - 5/5 CONSTRUCTION a a a 04 G DETAIL 5 ON SHEET ° d BLACK CHANNEL GRATING a I ETHAFOAM AQ20.0 I . a a AND CAULK HANDHOLD TO AQUATIC DEVELOPMENT GROUP 5. W. L. ° START AT 2'-0" d a — EXPANSION JOINT AND DEPTH, SEE DETAIL 5 G'-G" M SEALANT BY OTHERS ON SHEET AQ20.01 ° FRONT VIEW ° ° CARVED TEXTURE — a CONCRETE WITH #5 @ 1 2" O.C. STAIN FIN15H. ° #4 @ 8" O.C. ELECTRICAL S.W.L. 2 ° MAXIMUM CARVE VARIES a ° GROUND TO STEEL 5'-0" - I " TO 3" RADI U5 TO ° a 0'-0" 4" COVER, a 9 -O MAX ° TYP WHITE EPDXY PAINT WITH SLIP - 5EALANT RESISTANT FLOOR 2'0" LONG 5/5 WALL SKIMMER a #5 @ 1 2" O.C. EACH WAY, ° VOLCLAY WATERSTOP PER a CARVED TEXTURE �� TYP FOR POOL FLOOR- a DETAIL G ON SHEET CONCRETE WITH a. #5 @ 8" D.C. Certrfi ca�on � Seal: 6" AQ20.00 IF FLOOR * WALL ARE SEPARATE POURS 5.W.L. 3" FITTING AND PIPE 5TAIN FINISH. 2" MAXIMUM CARVE ° ° #4 @ 8" D.C. I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Massachusetts. a ° 1'-3" 2" MIN. ° ° a ° 2" MIN. a COVER I _0 SEALANT " 4" COVER, d COVER ° ° � ° a ° 3" THREADED CONNECTION — #5 @ 12" O.C. - EACH WAY, TYP 1 TO 3" RADIUS — a ° TYP. VOLCLAY WATERSTOP PERM ° FOR POOL FLOOR WHITE EPDXY PAINT WITH SLIP DETAIL G ON SHEET 5KCVVW ° RE515TANT FLOOR AQ20.00 IF FLOOR � WALL ARE SEPARATE POURS CIVIL No.47833y / I 0 3-2 J 3 MIN. 4' SKIMMER LINE, a. ° a a d °9�GISTI: �! o �4 (4) - #4 REFER TO PLAN FOR G a COVER a SIZE AND INVERT -3" a a as a d 2" MIN. SECTIONAL VIEW 2" IN. ° ° All,a a a ° Q Q a 1 -0 COVER „ ----- OV CER a a d ° a ° 3/08/2022 Registered Civil Engineer Signature: Date: ° #4 @ f 2" O.C. EW 3" COVER, TYP. SNORT WAVE POOL WALL SECTION (GI—G'I MAX) WAVE WALL GUTTER DETAIL I 2 SCALE: i" = I'-O" (22"x34") SCALE: I" = I'-O" (22" x 34") TALL WAVE POOL WALL SECTION @ NIGt1 DECK 3 5CALE:3/4" = I'-O" (22"x34") FLOAT LINE ASSEMBLY RECREONICS # 14-4385W - 3/4" FLOATLINE (BLUE WHITE) RECREONICS # 14-381 .5 - FLOATS (5"X9" BLUE AND WHITE) RECREONICS # 14-457 - ROPE HOOKS RECREONIC5 # 14-505 - FLOAT LINE WALL ANCHORS (GIP) D a D MARK DATE DESCRIPTION a D 4 7" DATE 0 I /25/2022 ° ELECTRICAL ISSUED: a °D GROUND TO STEEL z� 15SUE STATE SUBMITTAL D ° — 2 1 2" PHA5E: D HANDHOLD PROJECT TITLE: D d D. ° 11/2" CAPE COD D p THIS SPACE 15 p WALL ANCHOR G" G" INCEPT B NAL Y I N f LATAB LE o D ANK d ° ° 5.W.L. PARK S.W.L. a � PROJECT OWNER: D SAFETY FLOAT CAPE COD ° D ° IN FLATABLE PARK D PROJECT LOCATION: SAFETY LINE D d aD D WEST YARM OUTH , - MA55ACH U5ETT5 SHEET TITLE: SECTIONAL VIEW STANDARD POOL DETAILS SECTIONAL VIEW SCALE: ROPE ANCHOR DETAIL WAVE POOL CARVED HANDHOLD DETAIL 5 AS NOTED 4 SCALE: NONE SCALE: NONE PROJECT 52967 NUMBER SHEET ACC 2O.0 NUMBER i r- lV. C\j Cv 0 N 51�.. 0 c� 00 E 6� m CV I CV CV O CV 0 O L O L N O 51 STAINLESS STEEL HARDWARE, SEE.,w,,. TABLE BELOW PUMP SUCTION PIPE STANDARD PVC PIPE FLANGE ANTI -VORTEX PLATE, SEE TABLE BELOW ARM CLAMP 2000 P510 GRIP STRENGTH POOL CONTRACTOR 15 TO MARK THE TOP FLANGE OF THE DECK ALIGNED WITH TTHE STEOMNNOTCHES TO INDICATE DISC POSITION. r �= 1 L _ v AFTER VALVE EXTENSION IS CUT TO LENGTH, POOL CONTRACTOR IS TO NOTCH THE TOP END AT POINTS THAT ARE PARALLEL TO THE VALVE DISC. VALVE, BELOW CONCRETEff -� � 18" � A r**4, ` E employee -owned ------,. (608) 643-4100 www.ramaker.eom 6" MIN. CLEARANCE o o B A A DECK SOCKET (COVER REMOVED) u VALVE EXTENSION 24 BOTTOM OF BALANCE TANK VALVE � EXTENSION Y'*� 5/5 FLANGE PLAN VIEW 04DG W1 STANDARD Q PLATE DIA. FLANGE PATTERN PLAN VIEW STN. 5TL. FLOAT (2 REQ'D) TOP OF SURGE TANK a a a4 DECK SOCKET STAINLESS STEEL ELECTRICAL GROUND TEE HANDLE TO BONDING GRID T_Ei- HANDLE g ISOMETRIC VIEW 4o AQUATIC DEVELOPMENT GROUP O If(/ C 4 as ° 4 NOTE: ° a ° o DIMENSIONS ARE BASED ON NEPTUNE 05 + O C 5/5 DISC STOP 5/5 FLOAT ARM O BENSON VALVES AND MAY DIFFER DEPENDING ON MANUFACTURER; FIELD VERIFY ACTUAL DIMENSIONS. O O p --- p R p ANTI -VORTEX PLATE DIMEN51ON PART NUMBERS 1 O O A O 0 5/5 DISC STOP O O 5/s Disc 3'+� SHAFT 4 SECTION VIEW A -A FRONT VIEW END -OF -LINE MODULATION VALVE PART NUMBERS - - - - ---- - - - - 1 PIPE DIM. ' ' DIM. 'B' j DIM. 'C' DIM. 'D' ADG PART # A SIZE i is ------ --------�--- � -- s — — --- ... —' 2 Mvo2o 19 8 8 6 36 9 r------- I 0 3/4" 29" 36" 23" MV02018 e ---- -- -- MV02022 I 101. - - - - -- 12" (2 -' 3 I 36" 28 �►I 3' a �--"------ 14" 14' 34' 36" 3 I MV02023 1 - L-MV02015 1 5TAINLE55 STEEL VALVE EXTENSION, ORDER IN G' OR 10' LENGTH. TO BE FIELD CUT TO APPROPRIATE LENGTH. FOR VALVE 51ZE SEE 0 0 SURGE TANK DRAWINGS AND PIPING SCHEMATIC VALVE EXTENSION SLIP -FIT 3.5 O.D. SOCKET COVER INTERIOR of SURGE TANK 5.5. DECK SOCKET � S.S. WASHER FOR BONDING CONNECTION I.D. DECK SOCKET DECK SOCKET Certlflcatlon Seal: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the 5tate of Massachusetts. o WRO R. � SKO NSICI `m o v CIVIL o, No. 47633 f r 3/08/2022 -- - ----- -- - ---�— SUCTION j PLATE DIA. DIM. "B" PIPE SIZE --- --. 4" 10" 4" -- Gil 1-/it 1211 2 a g+' 7N 14 � � --- - --- - I O" 7+ --------- - --- -_._ ----- — --- 1 2 - -24-- 1 - 14 1 -- ---- - DIM. "C" ------------_._. 7 2' 1 8 - tit 9 2 -- 3i - - - --._ ._-+- — -- 4 14 4 17 -- T PVC PLATE PART # - — 1 1 107 4 --- I l 107-6 1 1 107-8 III 07- I 0 ---- -- _ 1-1 107-1 2 III 07- 14 ! 5.5. PLATE PART # --- -- 1 1 107-4 -- - ---- ----- 1 1107-6 -- 1 1 107-8 I I i 07- I 0 —— — -- — -- 1 1 107-1 2 -- - L 1107- 14 _36 _ - - -'--- ------ ------------I---- - -L_- DIMN5IDN B SZ HOLE TYP. 2 I - - - -. - — - ------ _- -_- ------ - te: Registered Civil Engineer Signature: Date: SECTIONAL VIEW ISOMETRIC VIEW SECTIONAL VIEW ANTI -VORTEX PLATE DETAIL SCALE: NONE I MAIN DRAIN FLOAT VALVE DETAIL 2 SCALE: NONE TANK VALVE WITH EXTEN510N DETAIL 3 SCALE: NONE WALL SLEEVE - RUBBER SEALANT PRESSURE PLATE STAINLESS STEEL BOLT a . FILL WITH NON -SHRINK, ° NON-METALLIC GROUT MARK DATE DESCRIPTION PIPE WALL----' SURGE TANK WALL a a a q a DATE 0 I /25/2022 ISSUED: SECTION WALL SLEEVE ISSUE STATE 5UBMITTAL PHASE: PROJECT TITLE: UQ © QO ANNULAR SPACE INTENTIONALLY NTIONAL Y INTENTIONALLY CAPE COD I N f LATAB LE OO © PRESSURE PLATE LEFT BLANK LEFT BLANK STAINLESS STEEL BOLT PARK 0 QO QO OO ® PIPE CASING HOLE DIA PROJECT OWNER: CAPE COD I N FL.ATAP LE PARK ELEVATION PROJECT LOCATION: WEST YARMOUTH, MA55ACh USETTS SHEET TITLE: STANDARD POOL DETAILS SCALE: WALL SLEEVE DETAIL SCALE: NONE 4 A5 NOTED PROJECT NUMBER 5 2 9 (57 NUMBER AQ 2 O . O 2 73 s co Q R Q U LLJ z U v o Q Q m Ui 10111 ------------------- 2'- I„ -�� k 11h, A "E R 21-01 ; 21-1 011 ESCUTCHEON employee -owned B D _ D i PLATES ANCHOR (608) 643-4100 www:ramaker.com 1011SOCKETS LL p BOND TO REBAR DECK ANCHORS 511 D a o If SEE POOL EQUIPMENT LIST rj V7' DLADDER LA D ,� p SPECIFICATION ----- --- 31_011 D ° AQUATIC DEVELOPMENT GROUP a 21_511 A • Ci • D 5EC ION - DECK LEVEL - 'C' _ D a 411 COVER WAVE DIRECTION p o ° TYPICAL WALL STEEL O Dq a ° 411 D ° D 3'-011 D 1 I I' 1 011 a D ELECTRICALLY BOND ALL METAL, TYPICAL pD ° 31-0 (G-STEP) Certdiicabon Seal: D. ALL 5ECTION5/ ITEMS 21-711 D ° ° D D. I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Massachusetts. a D a D.tHOFM p ° D VARIES D 3 -6 � SKOWR CIVIL Pill 4 #4 BENT@ 12" O.G. ° ° a p ° (2) - #4 CONT. No. 47833 Ago �FGISTER�© `� FS�QNAL 12 D D n 3 1 D FLANI A� 1 VIEW 30 VOLCLAY WATER5TOP D 3/06/2022 Registered Civil l Engignature: Date: --L---1—V -- -�— 101, —� D D ° VARIES, SEE PLAN o ° D ° ° WAVE POOL LADDER DETAIL 0 SCALE: NONE ELEVATION _'B' SECTIONAL VIEW -'A' HYDRO STATIC RELIEF VALVE PIPE WATERSTOP (TYP) 4" MIN a 1-1 /2" OR 2" SCH a a 40 PVC PIPE (TYP) PVC GRATE, SEE EQUIPMENT LIST. WHITE EPDXY PAINT WITH SLIP GREY CONCRETE WITH POOL c a FLOOR Q VARIES RE515TANT FLOOR GREY CONCRETE WITH MEDIUM BROOM FINISH MEDIUM BROOM FINISH a G a a MARK DATE DESCRIPTION DATE 0 (/25/2022 ISSUED: POOL DECK TO SLOPE AWAY a a EXPANSION JOINT WITH SEALANT BY OTHER5 FROM POOL OQ �oD O� �oD GREY CONCRETE WITH MEDIUM BROOM FINISH Pt51ASE: STATE SUBMITTAL a a O OD OD — `JU "U `JV POOL DECK TO PROJECT TITLE: a a as a _ ooaoo o��_ 0000 DECK BY OTHERS SLOPE AWAY FROM POOL CAFE COD Q a a 1 -1 /2" OR 5PECIFIED OD o OD _ OD o D CYCLOLAC COLLECTOR OO OO TUBE, 12" LONG, WRAP #5 @ 12" O.C. EW a °.a Q° m �° a ( N ELATA15LE " Q a 1 /2 CROSS -LINKED O POLYETHYLENE 6 _ — (�O� O� Oa J O WITH GEOTEXTILE O� O� O� O° �� �� FABRIC ° ° a •. a �� ° d �� PARK a EXPANSION JOINT WITH , POLYURETHANE CAULK _ (Q� - Oo �O( a ° ° a ° °° _ D D D 2" MIN. a G" COVER ° ° PROJECT OWNER: SEE DETAIL 4 ON SHEET _ �U OO vU O� �j TYPICAL #5 BENT BAR T3" MIN. CAPE COD AQ20.03 FOR BEACH TO DECK REINFORCING. }� OO oO — oo vVo Oo ODVo @ 12" O.C. "0" COVER (2) #5 X CONT INFLATABLE PARK PROJECT LOCATION: O� D� Dao Oo� boo Oo� Oo� � WEST YARM O UTH , 21-011 �00� D MA55ACHU5ETT5 GRAVITY PIPE TO BALANCE TANK, SHEET TITLE: 5EE PIPING PLAN 5TAN DARD POOL DETAILS SCALE: WAVE POOL TRENCH DRAIN DETAIL 2 " HYDR05TATIC RELIEF VALVE DETAIL-0 BEACH TO DECK DETAIL 4 AS NOTED SCALE: 1 = 1'-0" ( 22" x 34") SCALE: 1 - 112" = I 1_ 0li II (22 x34)II II SCALE: I = P-0" ( 22" x 34") PROJECT13ER 52987 NUMBER n 1 NUMBER AQ20.O3 -Wa- z E m N I N N O N 0 O L. ©T V' N O 51 73 N 6� c� Ul O U 0 N Ln U Q g d N LLn O O N LLn CONTRASTING EPDXY FINISH ON ENTIRE TOP SURFACE AND 1 2" DOWN THE 51DE o I '- 1 '-2' VALL 5.W.L.= 1 01 .25' 1 2" O.C. Gil 3I4" CHAMFER O 11-2" #3 HOOP T.O.C.= 100.75' CONTRASTING EPDXY FINISH ON ENTIRE TOP SURFACE AND 1 2" DOWN THE 51DE WHITE EPDXY FINISH (BELOW CONTRASTING EPDXY) ° ° D D 3'-0" 3" COVER MIN. PVC WATER5TOP PER DETAIL D . D ° D ° a 4 TYPICAL WALL D REINFORCING BAR POOL UNDERWATER STOOL 5ECTIC 5CALE: I " = 1'-0" (22" X 34") NOTE: - KNOCK OUT THE INTEGRAL PRE55URE TEST MEMBRANE AFTER PRE55URE TE5TING 15 COMPLETE. - KEEP THE DEPTH BELOW THE STATIC WATER LEVEL CON515TENT FOR ALL INLETS THROUGHOUT THE POOL. - REFER TO DATA AND EQUIPMENT L15T FOR THE CORRECT INSERT/ORIFICE 51ZE. INLET E L 450 � MAX. EYEBALL WITHOUT INSERT INLET BODY SUPPLY HEAL PVC OR 5YNK FLEX WATERS 3G" 30" G - #4 5PACED EVENLY F.F.F.F.=, 7.75' a Gil 1/2" O EYEBALL INSERT EYEBALL 3/4n 0 RETAINER EYEBALL WITH INSERT INSERT NOZZLES WATER LEVEL POOL WALL SECTIONAL VIEW WALL I N LET DETAIL___G 5CALE: NONE PER TO WALL DETAIL (OR '=NCH DETAIL FOR SPAS) POOL WALL FACE 3'-0" No 02'-011 4' CHAMFER T.O.W.= 102.00 D D ° S.W.L.= 1 01 .25' D D ° 1 2" O.C. #3 CONTRASTING EPDXY FIN15H HOOP ON ENTIRE TOP 5URPACE AND 1 2" DOWN THE 51DE ° p ° ° a #4 VERT. 5PACED D EVENLY (G) TYP. 3" COVER TYP. a a l • p D D WHITE EPDXY FIN15H (BELOW ° 2-4 CONTRA5TING EPDXY) 24 ° D — PVC WATERSTOP G - #4 SPACED EVENLY � PER DETAIL D • F.FF.F.=97.75' .. .. - ° D ° Gil ° TYPICAL WALL p REINFORCING BAR POOL TABLE SECTION 2 5CALE: I" = 1'-0" (22" X 34") SOURCE: ADA LIFT ANCHOR —AQUA CREEK PRODUCTS MODEL F-5PAAK8 SERIES; 5HALL INCLUDE A GROUNDING LUG. ADA LIFT - AQUA CREEK PRODUCTS MODEL F-OOGSLE. NOTE: REFER TO MANUFACTURER`S INSTALLATION IN5TRUCTION5 FOR THE MINIMUM FOOTING 51ZE FOR THE ANCHOR. RAISED (LOAD) POSITION SUBMERGED POSITION ADA LIFT DETAIL 5 SCALE: NONE 3'-G" W01 NOTE: PROVIDE TEMPERATURE AND SHRINKAGE REINFORCMENT WITHIN THEMED CONCRETE ELEMENTS AS NEEDED 3'-2" TYP. VARIE5 �-- CONCRETE THEMING SECTION 3 SCALE: I " = P-0" (22" X 34") TH15 SPACE 15 INTENTIONALLY LEFT BLANK 50' R/A_"MAAkk K E R" employee -owned (606) 643-4100 www.ramaker.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly bcensed Professional Engmeer under the laws of the 5tate of Massachusetts. 41 ce r 3/08/2022 Registered Civil Engineer Signature: Date: MARK I DATE I DESCRIPTION DATE 01 /25/2022 155UED: ISSUE PHASE: STATE SUBMITTAL PROJECT TITLE: CAPE COD I N ELATABLE PARK PROJECT OWNER: CAPE COD INFLATABLE PARK PROJECT LOCATION: WE5T YARMOUTH, MA55ACH U5ETT5 SHEET TITLE: 5TAN DARD POOL DETAIL5 5CALE: AS NOTED NUOMBER 52987 NUM EB AQ 2 O . Cl / 73 a� Ln s p w d U 4-1 w z v U 4 o d Q co E p (U� E il. 6Z m CV N CV O 0 O L c6 O L N O 51 73 U L (L N' c� N N O U N °o CV L U Q g Q U 6� CV O O iV LC� NOTE: REFER TO DATA AND EQUIPMENT LIST FOR NUMBER OF TURNS OPEN. ADDITIONAL ADJUSTMENT OF FLOW BY CONTRACTOR MAY BE NECESSARY TO BALANCE THE FLOW SPANNER WRENCH/KEY SPANNER o 0 WRENCH HOLES LOCKING SCREW ADJUSTABLE AB5 COVER PLATE LOCKING SCREW �G 3�� a a I N LET BODY POOL FLOOR a POOL �I FLOOR a Q PVC OR a SYNKOFLEX WATERSTOP 3" MIN. SUPPLY HEADER SECTIONAL VIEW ADJUSTABLE FLOOR INLET DETAIL 0 SCALE: 1 1 /2" = P-0" (22")<34") NOTE: I . REFER TO DATA AND EQUIPMENT LIST FOR NUMBER OF TURNS OPEN. ADDITIONAL ADJUSTMENT OF FLOW BY CONTRACTOR MAY BE NECESSARY TO BALANCE THE FLOW. 2. FLOOR INLETS 5hALL BE INSTALLED SO THEY ARE FLUSH WITH THE F11\11-�HFn Pnn1 FLOOR SO AS TO NOT PF EDGES OR PROTRUSION HIGH VOLUME FLOOR INLET DETAIL 4 SCALE: 1 1 /2" = I '-0" (22"x34") ND SCREW ' S/S KEY - FLOOR FINISH \DJUSTIABLE HIGH ✓OLUME FLOOR NLET WITH NTERGRAL WATER STOP FLANGE ' SCH. 40 PVC Y HEADER CH. 40 PVC, AN FOR SIZE - BACKWASH LINE FROM POOL PILTER(S), SEE PIPING SCHEMATIC Co" MINIMUM RESPONSIBILITY OF AIR BREAK POOL CONTRACTOR 2x BACKWASH LINE RESPONSIBILITY OF SIZE, MINIMUM PLUMBING CONTRACTOR 3'-0" MINIMUM REDUCER, AS REQUIRED I FINISHED FLOOR BACKWASH LINE SIZED BY PLUMBING CONTRACTOR TO SANITARY SEWER TRAP, REQUIRED BACKWASH AIR GAP DETAIL 2 SCALE: NONE NOTE: ALSO REFER TO THE INSTALLATION AND OPERATION INSTRUCTIONS FROM THE MANUFACTURER OF THE AUTOMATIC WATER LEVEL CONTROLLER, SENSOR, ETC. SEE EQUIPMENT LIST FOR MAKE AND MODEL. SOLENOID VALVE SLOW CLOSING TYPE. PROVIDED TO PLUMBING CONTRACTOR BY POOL CONTRACTOR RUN WIRE TO SOLENOID VALVE IN 3/4" CONDUIT AUTOMATIC WATER LEVEL CONTROL PANEL RUN WIRE TO SENSOR IN 3/4" CONDUIT CONTROL CHAMBER * PROBES, SEE EQUIPMENT LIST FOR MODEL POOL OR j FLOWRIDER EYEBALL INLET FITTING WITHOUT INSERT NOZZLE, REFER TO WALL INLET DETAIL POOL DECK STATIC _ WATER LEVEL SLOPE TO POOL 2" SENSOR LINE SECTIONAL VIEW 2" POTABLE WATER SUPPLY BY PLUMBING CONTRACTOR RPZ VALVE -- , ROUTE IN CONDUIT —v TO CONTROLLER SLOW CLOSING SOLENOID VALVE — BYPASS VALVE FOR MANUAL FILL ISOLATION VALVES, TYP. (2) EQUIPMENT ROOM' NOTE: ALSO REFER TO THE INSTALLATION AND OPERATION INSTRUCTIONS FROM THE MANUFACTURER OF THE AUTOMATIC WATER LEVEL CONTROLLER, SENSOR, ETC. SEE EQUIPMENT LIST FOR MAKE AND MODEL. I " POTABLE WATER SUPPLY BY PLUMBING CONTRACTOR RPZ VALVE POOL RECIRCULATION LINE IN EQUIPMENT ROOM, SEE PIPING SCHEMATIC DWG. SENSOR PROBES PVC PIPE, SIZE TO AS REQUIRED TO FIT SENSOR AUTO -FILL AND SENSOR DETAIL 5 SCALE: NONE POOL RECIRCULATION LINE IN EQUIPMENT ROOM, SEE PIPING SCHEMATIC DWG. a � � a a a a a I" MANUAL FEED I" BY PLUMBING CONTRACTOR — BY POOL — CONTRACTOR )) EQUIPMENT ROOM a a PVC ELECTRODE UNIT VENT HOLE 44DG 1 011 S/S PIPE HANER WITH MIN. S/S HARDWARE AQUATIC DEVELOPMENT GROUP 1141 STATIC Q WATER LEVEL ° BY PLUMBING a PVC PIPE, SIZE TO CONTRACTOR AS REQUIRED TO IBY POOL+ FIT SENSOR 1 CONTRACTOR 51-011 WATER LEVEL SENSING a ELECTRODES, LENGTHS a TO BE FIELD SET. PIPE WATERSTOP CeOcatlon Seal: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Massachusetts. LOW WATER LEVEL 2" TO TANK OF 9 PUMP PIT <BALANCE TANK �� . SKOWRONSKI �+ CDCIViI. y P� a a Q No.47833 a .a a "SUN, 3/08/2022 Registered Gvd Engineer Signature: Date: AUTO -FILL AND 5EN50K DETAIL SCALE: NONE i POTABLE WATER SUPPLY BY PLUMBING CONTRACTOR RPZ VALVE ROUTE IN CONDUIT TO CONTROLLER SLOW CLOSING SOLENOID VALVE BYPASS VALVE FOR MANUAL FILL ISOLATION VALVES, TYP. (2) EQUIPMENT ROOM NOTE: ALSO REFER TO THE INSTALLATION AND OPERATION INSTRUCTIONS FROM THE MANUFACTURER OF THE AUTOMATIC WATER LEVEL CONTROLLER, SENSOR, ETC. SEE EQUIPMENT LIST FOR MAKE AND MODEL. POOL RECIRCULATION LINE IN EQUIPMENT ROOM, SEE PIPING SCHEMATIC DWG. 2' WALL SLEEVE, SEE WALL PENETRATION DETAIL 5 ON AQ20.02 PVC ELECTRODE UNIT VENT HOLE 1011 0" 1 '-0" MIN. 1 ° STATIC WATER LEVEL TBY PLUMBING a CONTRACTOR — — — — TOWRDET BY POOL 1 CONTRACTOR 3'-0" 2" CLEAR PVC STI LLWELL WATER LEVEL SENSING j ELECTRODES, LENGTHS TO BE FIELD SET. ° - 5/5 PIPE HANER WITH S/S HARDWARE a a a d 41 AUTO -FILL AND SENSOR DETAIL 6 SCALE: NONE MARK I DATE I DESCRIPTION DATE 01 /25/2022 ISSUED: ISSUE STATE SUBMITTAL PHASE: PROJECT TITLE: CAFE COD N fLATABLE PARK PROJECT OWNER: CAPE COD INELATALE PARK PROJECT LOCATION: WE5T YARM O UTH , MA55ACH U5ETT5 SHEET TITLE: 5TAN DARD POOL DETAI L5 SCALE: AS NOTED PROJECT NUM5 2967 BER /� NUMBER A Q 2 0 . 08 wT (4 E O CV N CV O C O s_ O L N C\ MO 51 a� L >L Ji Ul O U 0 0 C\I to U Q c� 0 Q U cV Ln O O 6� CV L NOTES: I. ANY AND ALL METAL PARTS ALL METAL PARTS WITHIN' 5 FT. ASSOCIATED WITH THE POOL WATER OF THE INSIDE WALL OF THE CIRCULATION SYSTEM (i.e. PUMPS) POOL AND NOT SEPARATED BY SHALL BE BONDED PER NEC 2020 A PERMANENT BARRIER ARE ARTICLE G80. REQUIRED TO BE BONDED 2. ALL METAL PARTS WITHIN' 5 FT. OF THE INSIDE WALL OF THE POOL AND NOT (EQUIPOOL REINFORCING STEEL SEPARATED BY A PERMANENT BARRIER GRID) OUST EXTIALEND BONDING ARE REQUIRED TO BE BONDED PER NEC GRID) MUST EXTEND 3' 2020 ARTICLE G80. HORIZONTALLY BEYOND IN51DE WALLS OF 5'-0" THIS LI5T INCLUDES BUT 15 NOT LIMITED POOL TO THE FOLLOWING: ALL METAL PARTS OF THE POOL STRUCTURE, CONDUIT 3'-O" AND PIPING, METAL DOOR FRAMES, MIN. METAL WINDOW FRAMES, DIVING BOARDS, HANDRAILS, LADDERS, DRAINS, OUTLET PIPES, SLIDE SUPPORTS, WATER FEATURES, etc.. " THE BONDING OF THESE PARTS DOES NOT MEAN THEY ARE REQUIRED TO BE CONNECTED TO EACH OTHER; RATHER, IT MEANS THEY ARE REQUIRED TO BE CONNECTED TO A COMMON EQUIPOTENTIAL BONDING GRID. 3. ALL EQUIPOTENTIAL BONDING TERMINATIONS MUST BE MADE BY EXOTHERMIC WELDING, LISTED PRESSURE CONNECTORS OF THE SET SCREW OR COMPRESSION TYPE, LISTED CLAMPS, OR OTHER LISTED FITTINGS, (NEC 2020 ARTICLE G80) POOL LIGHT FIXTURE ROPE ANCHOR, NOT REQUIRED IF LE55 THAN 4" (NEC 2020 ARTICLE G80) METAL WATER INLET PIPE METAL DRAIN POOL FLOOR 4 °4 ° ° a 8 STANDARD STEEL TIE WIRES, TYPICAL AT 1 00% OF THE REBAR CROSSINGS MARKER REQUIREMENTS: SWIMMING POOLS, ACTIVITY POOLS, WAVE POOLS, PLUNGE POOLS, RIVERS, SPAS: I. DEPTH MARKERS 2. "NO DIVING" SYMBOL MARKER WITH EACH DEPTH MARKER WADING POOLS: I. DEPTH MARKERS 2. "NO DIVING" SYMBOL MARKER WITH EACH DEPTH MARKER NOTES: I . UNLESS OTHERWISE,;NOTED; DEPTH, MARKERS SHALL. BE PLACED BOTH THE DECK AND ON THE WALL SURFACE ABOVE THE WATERLINE. 2. DECK TILE5 TO BE WITHIN 18" OF POOL WATER SURFACE. 3. DECK TILES TO BE POSITIONED TO BE READ WHILE STANDING ON THE DECK FACING THE WATER. 4. DEPTH MARKERS TO BE IN ENGLISH 5. DEPTH MARKERS AT MAXIMUM AND MINIMUM POINTS, POINTS OF CHANGE IN SLOPE, AND AT A MAXIMUM SPACING OF 25CENTER TO CENTER. G. DECK TILES SHALL BE NON -SLIP TYPE. 7. NUMERICAL COLOR SHALL CONTRAST WITH THE BACKGROUND. NO SWIMMING I I SWIMMING MARKERS - ENGLISH _j G" DECK TILE NO DIVING NO DIVING SYMBOL NO 131 DEPTH N =R5 - ENGLISH POOL MARKER DETAILS 3 SCALE: NONE Gil DECK OR 4" LETTERS WALL TI L1. E5 IN I G" DECK 4 LETTERS WALL TILES HANDRAIL, TYPICAL BONDING CONDUCTOR, TYPICAL #: 8 SOLID COPPER MINIMUM LADDER, TYP. / POOL DECK DECK GRID MUST COMPLY WITH NEC 2020 ARTICLE G80 4 ° m 8 4 14 4 4 ° 4 d POOL PUMP, UV STERILIZER, FILTER, ETC, ANY METAL PARTS ASSOCIATED WITH THE POOL ° WATER CIRCULATION SYSTEM POOL WALL REBAR IN POOL BY POOL CONTRACTOR (DECK CONTRACTOR TO COORDINATE WITH POOL CONTRACTOR FOR BONDING REQUIREMENTS) THIS SPACE 15 INTENTIONALLY LEFT BLANK A F-APPROXIMATE CENTER BULB NO. OF RIBS EACH OUT5IDEEYIAMETER SIDE, EACH FACE OF WATER5TOP 10 1 /8" PROJECTION ALL RIBS TYP. 5T,rw 5/32MIN, MIN. STEM (TYP.) THICKNE55 THICKNESS @ @ OUTSIDE CENTER BULB NOTES: I. MATERIAL QUALITY PER SPECIFICATIONS SECTION 13150 SIZE A B C D E F 6 X3ie' G" 3/8' 3/6" 7/5" 1 /4" G FLOOR 9"x3/8" 9" 3/8" 3/8" 1° 1/4" 8 2. DIM. REQUIREMENTS INDICATED SHOULD BE GIVEN TO SUPPLIERS PRIOR TO PLACING ORDERS 3. NON -ROUND CENTER, BULBS SHALL HAVE A MIN. OUTSIDE DIM. OF "D" WATER5TOP (TRIPLE 5CALE) T"1�" AL REINFORCE" "�"'T SECOND POL FIRST POUR I N5TALLATION NOTE: I . WATER5TOP SHALL BE G" PVC RIBBED WITH 7/8" DIAMETER CENTERBULB UNLE55 NOTED OTHERWISE. 2. INSTALL WATER5TOP ON WET 51DE(5) OF REINFORCEMENT. 3. ALL WATER5TOP5 SHALL BE WELDED PER MANUFACTURER'S REQUIREMENTS. PVC WATER5TOP DETAIL 2 SCALE: 3" = 1'-0" (22"x34") THIS SPACE 15 INTENTIONALLY LEFT BLANK U 4-3 R M E U C employee -owned n (608) 643-4100 www.ramaker.com � 7 n� L E DGL AQUATIC DEVELOPMENT GROUP N U x C 7- ;ertrficataon * Seal: - L I hereby certify that this plan, specification, or report was prepared C by me or under my direct supervision and that I am a duly Licensed Professional Engmeer under the laws of the State of Massachusetts. i { L 3/08/2022 i N Registered Sig Civil Engmeer nature: Date: C IC L C s c C E C c L C a E C s 0 3/3/22 DOH REVISION 4� z 211 G/22 DOH REVISION a MARK DATE DESCRIPTIONDATE z 155uED: 01 /25/2022 PHASE: STATE SUBMITTAL Q c PROJECT TITLE: U U Q CAFE COD i N ELATABLE E PARKc C 1 PROJECT OWNER: L CAPE COD I N FLATABLE PARK 42 PROJECT LOCATION: C WE5T YARM OUTH , C MA55ACH U5ETT5 SHEET TITLE: 5TAN DARD POOL DETAI L5 U C SCALE: r A5 NOTED 4. a E PROJECT 5 2 9 S� �7 NUMBER V c � NUM R AQ20.09 CV CV O C\-1 i1 O U (J N CV CV O O O 0 ca L N m s.. m In U Q 0 0 U Ln O CAI Ln / v Xc- �_XXo-X-Xo-X-XaX-XaX-XaX-Xa.� X-XX_. pp- X�,, � I x X^ �� NORTH X A5 ` \ -r A� k- 4- f 220'-I" 20'-0" �,. rr ro ri I / � 1 0 k R 1 51 '-0" 1 1 5'-10" 010 9T-6" 2 2'-9" ° o / / C.. 4 11 1 °.Q i' \ k a� } br, ° Ar \� -40' X0. v ° x \) X x ° 5 _ OI' S'-0" '6 —2 -- -- - -g -2" - - - - — -- -- - - 9' ; .. - - --- - TYP. °x0x7 / le � /a ra I 20'-0" b /0' 20'-01 p j o ° �1 E3 woomm AIVA ,r�-�► M R re employee -ow ned (608) ki 66 www.ramaker.com J4DG AQUATIC DEVELOPMENT GROUP CcOcahon * 5eal: I hereby certify that this plan, Specification, or report was prepared by me or under my direct 5upervi5ion and that I am a duly Licensed Profe55ional Engineer under the laws of the State of Ma55achu5ett5. �, 3/08/2022 Registered Civil Engmeer Signature: Date: t- MARK DATE DESCRIPTION -_- - DATE ISSUED: 01 /25/2022 155UE 5TATE SUBMITTAL PHASE: PROJECT TITLE: CAPE COD N E LATAB LE _ ---------------- PARK PROJECT OWNER: CAPE COD NFLATA13LE PARK .� \ PROJECT LOCATION: \ WE5T YARMOUTH, MASSACH U5ETT5 511EET TITLE: WAVE POOL DIMENSIONAL PLAN 0 5' 10, 20' a I I x 1 7" - 3/G4" = I ' 22" x 34"- 3/32" = I' PROJECT 5 2q(5'7 NUMBER ✓✓ 5HEET \ NUMBER AQ 3 0.00 -W- ::�- l4 73 v L N Ln s U Q c� 0 d U N Ln i O 6� N Ln -i- i i i k k k r k i k X i X I X I X X I X I X I X X I X X I X X I X I X X X I X 11-1 I X I X X I X I X X I X X \ \ \ \ \ \ \ iL \ \ \ -f n35'-1 I" R 1 3'-2" 1 1 '-2" NORTH r R' 1j' AM A K**�' E R 2mployee-owned (608) 643 4100 www.ramaker.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engmeer under the laws of the State of Massachusetts. 3/08/2022 Registered Civil Engmeer Signature: Date: MARK DATE DESCRIPTION DATE p 1 /25/2022 ISSUED: 155uE STATE SUBMITTAL PHASE: PROJECT TITLE: CAPE COD INFLATABLE PARK PROJECT OWNER: CAPE COD INFLATABLE PARK PROJECT LOCATION: WEST YARMOUTH, MA55ACH U5ETT5 SKEET TITLE: ACTIVITY POOL DIMEN51ONAL PLAN 0 2' 4' 8' i I I" x 1 7" - I /8" = 1' 2 2" x 34" - 1 /4" = 1' PROJECT 52987NUMBER NUM EB AQ30 - 0 I J 75 o� 0 r z s � IUL.I U v o Q ¢ m 1� O CV I C\I CV O O cR O m N S� c4 51 73 N LL v L N Ln U Q c� 0 Q U 0> CV Ln O CV Ln X X T.O.W. ELEV. = 99.25' LINE OF P BOEL TING —� T.O.W. SLOPES X� \A''X„ ` 5 3'-O" Al _ 8'-0 1 /4" 38'-G" _ 51- I O" A' \ =—I — —— — — 5'-4" I 2'-G" LINE OF SLAB BELOW T.O.W.SLOPES ]-Oil I '-6" II I-G" 1 '-01 IL G'-0" 7'-2" -� 1 7'-101' 5'-0" OPENING T.O.W. ELEV. = 99,25' 4'-0" (BOTH SIDES) I 0 G I /4 1 1 5'-0" i2'-G° 40'-0" TANK WALL (BOTH iSIDES) i iWATER ELEV. = 99'-3" j i 3 2'-0" DECK ELEV. = 98.50' i AT POOL EDGE, TYPICALI 5 1 '-0" 8" ,— T.O.W. ELEV. = 103.42' DECK ELEV. = 98.50' AT POOL EDGE, TYPICAL T.O.W. ELEV. = 105.92" T.O.W. ELEV. 105.92" a Hjh-%v-8Ar;,,C.M NOIZTH ,� � employee-owned (608) 643-4100 www.ramaker.com A1&'A AINDG AQUATIC DEVELOPMENT GROUP I hereby certify that this plan, specification, or report was prepared by me or under my direct 5uper%45ion and that i am a duly Licensed Profe55ional Engineer under the laws of the State of W55achu5ett5. N OF &y`'��y JAMES R. SKOVvR ! nI �' civ .r..u�� 3/08/202 2 Registered Civil Engmeer Signature: Date: T.O.W. ELEV. = 99.25' i -0 i i T.O.W. SLOPES 13'-0 1/4" J 3'-G" 4'-0" MARK DATE DESCRIPTION X DATE 0 1 /25/2022 ISSUED: — i 1SSUE 4' � � ____ — ___- ____ `,;\ PHASE: STATE SUBMITTAL 5 i PROJECT TITLE. CAPE COD T.O.W. SLOPES � G' 411811 k 1 N ELATABLE T.O.W. ELEV. = 59.251DECK ELEV. = 98.50 AT POOL EDGE, TYPICAL \\., PARK 10'-1 3/4° 35'-10° �, j f rI zR PROJECT OWNER: {yw CAPE COD x IN ELATABLE PARK 1 PROJECT LOCATION: a WEST YARMOUTh, .� . — _ X - X x; MA55ACNU5ETT5 Ftlx -x,-x -x -x -x -x -x -x -x -x -® x -x -x -x -x -x -x --x -x -x -x x -x -x -x -x -x -x -x -x x x ® x -x -x -x -x -x -x -x -x -x -x x -x -X -X5HEET TITLE: X -X x X x x X ELOWRI DER x DIMENSIONAL PLAN x-x-x_x_xlx-x-x-x-x x 0 2' 4' 8' 1 x — -y I x n. ' - I I " x 1 7" - 1 /8" = I ' i 2 2" x 34" — I /4" _ I' XPROJECT 52987 AQ30.02 x - --- --- N M BER (U) 3 E O N N N O N In L c� O L 4� 0 75 LE V L co N Ln U Q g Q U N Ln 6 N Ln %x -X X -X X X RAkMAKER NORTH employee-owned .��_� (608) 643-4100 www.rai ak6r..co,,.,m J4DG AQUATIC DEVELOPMENT GROUP Certlficabon � Seal: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Massachusetts. 310812022 Registered Civil ngineer Signature: Date: x— x— x—x —x —x — X MARK DATE DESCRIPTION f X DATE 01 /25/2022 X 155UED: Issue PhA5E: STATE SUBMITTAL x- x- x x- x 1 x x- x x- x PROJECT TITLE: X X CAPE COD X N fLATABLE x I X X PARK I X PROJECT OWNER: -X CAPE COD - IN FLATABLE PARK .,' PROJECT LOCATION: WE5T YARMOUTH, ` MA55ACN U5ETT5 SHEET TITLE: BAR POOL / DIMENSIONAL PLAN 0 2' 4' 8' x 1711 - 1 /8" = 11 } 2 2" x 34" - 1 /4" = 1 ' I o PROJECT 52987 h NUMBER shEET (� NUMBER AQ3O.O3 U N N -u U 0 N N Q E 731 U N 4.3 S N flS 4-il S1 N U -u i S1 0 S 3 i N S -u U N 0 U N 76 4.1 n�n\ W N -6 D .Q L N_ N U 0 i Q� i.. Qi 0 -t� N i Q� S C 0 M E 4-1 0 �i— Q� S i 0 c .N c a� E v 0 7 4.3 s a� S z 4-1 N 0 N Q i Q� E 2 0 0 M E 41 4.1 0 i (6 0 L O i 0 v N 0 U +� c v E v 0 75 N s REMOVE AND DISPOSE OF EXISTING SEPTIC SYSTEM REMOVE AND DISPOSE OF EXISTING SEPTIC SYSTEM REMOVE AND DISPOSE OF EXISTING SEPTIC SYSTEM N/F PAULA MURRAY ASSESSORS MAP 39 PARCEL 330 P.Y0A111:I17 N/F PATRICIA MCNULTY, TR. ASSESSORS MAP 39 PARCEL 329 L 0 T 32 SILTSOXX COMPOST FILTER SOCK N/F GENEVA M SMITHLIN, TR. ASSESSORS MAP 39 :PARCEL 328 PARCEL 312 t S87*23'40'E 173.77' > I j o 67 !� n 1 (000 N ,n to ZN S87`23'40"E 100.00' Q� e �o N 21.50' /3.5.._, u E ABA 18 �. Q N�415, TRAILER � .T TRAILER r o 7#75 DOUG N/F AS GRAHAM ILER ASSESSORS MAP 31 RA LER , •- PARCEL-93 DEED 25057/162 YSTPCKADE FE� 0rill, •• o -f =va o� I :• r. t a • • TURF ,p . : P rN CCABANAONCRETE3`29 20"yLt EXISTING 8.230 GPQ 14 LEACHING SYSTEM N/F TO BE REMOVEDT&C HOLDINGS LLC POOL REMOVE ANQ f • �.f )- .. MAYFLOWER MOTEL n 504 ROUTE 28 a DISPOSE OF r FOOL DEED 32953, PAGE 18 EXISTING AREA STRUCTURES CONCRETE 6 jN F 4 ASSESSORS MAP 310 :c . • POLL c 0 .- / PARCEL 81 T&C H GA LI. C _ 36,869t S.F. IAJ - 498 RdUTE 28 •• .. - •• — : ' . o ttBEACHWAY MOTE o o M �{ o o EXISTING INDIVIDUAL rn •• •• •• • •• • • •• • F- DEED 32953, 0w EQ LEACHING PITS FOR SHED a PAGE 18 N MOTEL ROOMS TO z. .. .. .. .. GRAVEL g® •• 'Ldw SESSORS MAP 1 -� REMAIN 42.0' PARCEL 80 g c� 277483E S.F. O CONCRETEf DEED 22052 N , Z i B f N . �� PUMP 1 PLAN 140 - - . FORMER DONUT FORMER MOVIE , j SHOP LEACHING THEATRE LEACHING C��C ` o #540 R? SYSTEM REMOVED AR7iF1C/4L �'.q£ , o SALTY S SYSTEM REMOVED TIC 86`47'30"W + +-n nn• _ 1 �` N86'4T30"W 110.00' j S .. ,,..,,. � N86'47'30"W 124 92'_._ TEMPORARY a N86` CONSTRUCTION�,� 126.40 w. PLAN BERM BER",ON BLOCK W LL ENTRANCE ( ') _ SLOPED PLANTED AREA - - - SEDIMENT N86`47'28W 140.33, /'OU%E" FILTER INLET N83• PROTECTION ' i 23'S4' W � � 51.25' ..._ -- MAIN S'TREET 372= W PUBLIC --VARIABLE WIDTH 138.42' �R V 4/1 /22 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER CAPE COD INFLATABLE PARK 494, 498, 5127 518, & 525 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PREPARATION PLAN OCTOBER 8, 2021 REVISIONS: NO. DATE DESC. 1 10/18/21 DESIGN REVIEW COMMENTS 2 10/22/21 SPR COMMENTS 3 12/2/21 STORMWATER PEER REV. 4 12/22/21 ZBA COMMENTS 5 1/12/22 DRAINAGE & UTILITIES 6 2/28/22 UPDATE UTILITY INFO 7 4/1 /22 REVISED G R E C E I APR 0 8 2a22 BUILDING DEPARTMENT By PREPARED FOR: SANDBAR MANAGEMENT 512 ROUTE 28 WEST YARMOUTH, MA 02673 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 0 2021 BSC Group, Inc. SCALE: 1" = 40' 0 20 40 80 Fr FILE: Projects—YAR\4859205\C\D\4859205—SP.dwg DWG.: 5474-0 SHEET C-100 JOB. NO:4-8592.05 4/ 1 /22 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER CAPE COD INFLATABLE PARK 492, 498, 512, 518, 526, & 532 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) LAYOUT & MATERIALS PLAN OCTOBER 8, 2021 REVISIONS: NO. I DATE DESC. 1 10/18/21 DESIGN REVIEW COMMENTS 2 10/22/21 SPR COMMENTS 3 12/2/21 STORMWATER PEER REV. 4 12/22/21 ZBA COMMENTS 5 1/12/22 DRAINAGE & UTILITIES 6 2/28/22 UPDATE UTILITY INFO 7 4/1/22 REVISED 'GRADING PREPARED FOR: SANDBAR MANAGEMENT 512 ROUTE 28 WEST YARMOUTH, MA 02673 ;9 BSC GBOUP 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 2021 BSC Group, Inc. SCALE: 1" = 409 mmmvw 0 20 40 80 FUr FILE: Projects-YAR\4859205\C\D\4859205—SP.dwg DWG.: 5474-0 SHEET C-101 JOB. NO:4-8592.05 WE O a 0 E N N N O N �9 c� O L. v O ca N L tL 6� 75 6 N Ln Q Ca Ln i 6� N O O n N LLLn EXI5TI N XAX' Y� 1h\ eX SEE CIVIL PLANS FOR °o DECK CONSTRUCTIONS 0 AND DRAINAGE A cr Gr f =/mil/ =, G\ / _ C] =l l AT 4' CLEAR DECK REQUIREMENT HATCH ADDED FACILITY NOTES: I . POOL DECK: c a. DECK ELEVATION AT WAVE POOL EDGES = 55,50' DECK ELEVATION AT ACTIVITY POOL EDGES = 95.50 ' A3b. c. DECK ELEVATION AT FLOWRIDER'EDGES = 98.50' o d. DECK ELEVATION AT BARPOOL EDGES = 98.50' e. DECK SHALL SLOPE AT 1 /4" TO 1 /2" PER FOOT TOWARD DRAINS. f. DECK TO BE POURED BY GENERAL CONTRACTOR. COORDINATE WITH DRAIN INSTALLER FOR DECK DRAINS REGARDING DRAIN HEIGHTS AND REQUIRED FINISH. cJ. DECK DRAINS BY OTHERS, SEE CIVIL PLAN SHEETS FOR INSTRUCTION AND DETAIL. E h. KESTROOMS SHALL NOT DRAIN TO THE POOL DECK, v" DECK, RAMPS, BARRIERS, AND BRIDGES, BY OTHERS. 75 J. DECK SURFACE TO HAVE NON -SLIP AND IMPERVIOUS FINISH, N SEE CIVIL PLANS, STAMPED CONCRETE OR ANY OTHER SURFACES THAT RETAIN WATER ARE NOT ALLOWED. L 3� 3/1 G/22 DON KEV1510N k. DECK SHALL BE CONSTRUCTED TO ADA ACCESSIBLE ROUTE ZL 211 G/22 DON REVISION REQUIREMENTS WITH A MAXIMUM 1 /4" PER FOOT CROSS SLOPE. Z. MARK DATE I DESCRIPTION 2. PROVIDE EMERGENCY PHONE IN IMMEDIATE POOL AREA BY c DATE OWNER. 155UED: 0 L/25/2022 — 3. HOSE BIBS WITH VACUUM BREAK BY PLUMBING CONTRACTOR. N ISSUE STATE SUBMITTAL HO5E BIBS TO BE SPACED TO SERVICE COMPLETE DECK AREA PHASE: WITH A MAXIMUM 100 FT. HOSE. PROJECT TITLE: N Q 4. DRINKING FOUNTAINS BY PLUMBING CONTRACTOR. DRINKING FOUNTAINS TO BE LOCATED IN VICINITY OF POOL, CAI COD 5. ALL POOL PATRON ENTRANCE DOORS AND GATES TO BE E SELF- CLOSING, SELF -LATCHING AND LOCKABLE, TYPICAL - BY (N �LATABLE OTHERS. PARK ° G. ALL THEMING TO BE DEVELOPED AND INSTALLED BY OWNER o AND/OR OWNER'S THEMING CONTRACTOR. 4-� 7. POOL AREA ELECTRICAL BY ELECTRICAL CONTRACTOR: PROJECT OWNER: CAPE COD a. ALL WIRING SHALL CONFORM TO ALL APPLICABLE NATIONAL, STATE, AND LOCAL ELECTRICAL CODES. INFLATABLE PARK m b. LOCATION OF ELECTRICAL DEVICES SHOWN IS APPROXIMATE. PROJECT LOCATION: CONSULT WITH POOL CONTRACTOR FOR ACTUAL WEST YARM O UTH o INSTALLATION LOCATION. ALL ELECTRICAL SWITCHES SHALL , BE LOCATED A MINIMUM OF 5-0" HORIZONTALLY FROM THE MASSACN USETTS a POOL EDGE. a SHEET TITLE: c. POOL CONTRACTOR TO COORDINATE WITH ELECTRICIAN FOR POOL LIGHTS AND JUNCTION BOX LOCATION. WAVE POOL AREA d. SHUT OFF SWITCHES TO BE PROVIDED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. INSTALL PROTECTIVE FLIP COVERS PLAN VIEW OVER SHUT-OFF SWITCHES AT EACH LOCATION. N c e. ELECTRICAL CONTRACTOR RESPONSIBLE FOR ELECTRICAL 0 5' 10' 20' BONDING AND GROUNDING OF POOL VE55ELS AND p ACCESSORIES TO CONFORM TO NEC REQUIREMENTS. ---I - - .0 c 8. THE POOL AND ADJACENT AREAS THAT ARE INTENDED TO BE I I " x 1 7" - 3/G4" = I v USED AFTER DAYLIGHT HOURS MUST BE PROVIDED WITH AREA 22" x 34"- 3/32" = I' E LIGHTING THAT 15 IN COMPLIANCE WITH THE STATE OF PROJECT MASSACHUSETTS ADMINISTRATIVE CODE. THIS LIGHTING TO BE 2g87 NUMBER L ✓✓ PROVIDED BY THE OWNER OR OWNER'S LIGHTING CONTRACTOR. hLn /� ('�j /� A�O NUMBER . lJ""1 - O N I N CV 0 L c� 6� L N O C\ L N 1L 75 6� IZ L co CV Ln U Q C) Q U co CV Ln O CV Ln -t s TOP OF RAMP BARRIER, BY OTHERS FLOWRIDER RAMP 4' CLEAR DECK REQUIREMENT HATCH ADDED �- �----x - x-x-X_xex_x_x-Xxx 1 'c --_ x- x H x- x_ X- X } x , T.. X L\ I y / j •, X '` 4' CLEAR DECK REQUIREMENT DECK ELEV. = 98.50' AT J POOL EDGE, TYPICAL x x HATCH ADDED DECK ELEV. = 98.50 AT POOL EDGE, TYPICAL i o Q & X x 1 f I X x X Q Q x X f I X X X X X i I x X X I 4 m X x I X x X m (b x x X Q 1 x X x I m b 4 x X I I X x x I e b x x x Q i I X x X d x x 4 m r I X x X I I X b 9< d 1 1 X X X I f I x I 1 d x x 1 X � 1 i x x I f I x � � I I I � x x r I x I I x X - x x l 1 X x X I I x X q 4 X x II X X 4 4 x X I^ I x x 4 Q X X I; i x X 41 m x X 1; I X x m b x X X x dr 6 C I X I X I X I X I X 1 1 x I X I X X I X I X &x-x-0q-X_ BARPOOL, SEE SHEET AQ4.00 FLOWRIDER; SEE SHEET AQ3.00 I DECK CONSTRUCTIONS ® AND DRAINAGE -- PROPOSED BAR --�' ✓ ��� TOP OF RAMP BARRIER, BY OTHERS DECK ELFV. = 98.50' AT POOL EDGE, TYPICAL EMERGENCY TELEPHONE, BY OWNER T.O.W. = 102.00', X\ ,TYPICAL PROPOSED FLOWRIDER FLOWRIDER RAMP M PROPOSED MECHANICAL ;BUILDING i ........... ­ FZA��kMAKEFZ N O RTi1 employee -owned (608) 643-4100 www.ramaker.com 44DG AQUATIC DEVELOPMENT GROUP CerElficabon * Seal: I hereby certify that this plan, sreclficatlon, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Massachusetts. FUTURE PROPOSED SLIDE, o�� JAMESR NOT INCLUDED - SKOVYRONSKI m LO.1 'CIVIL O No. 47833 '0 (� g �9, _ 1 �Q2222 3e stered G d n Ineer SI nature: ate: % FACILITY NOTES: / I. POOL DECK: I a. DECK ELEVATION AT WAVE POOL EDGES = 05.50 b. DECK ELEVATION AT ACTIVITY -FOOL 'EDGES = 95,50' f c DECK ELEVATION AT FLOWRIDER EDGES 98 50' \ 3 d. DECK ELEVATION AT BAKPOOL EDGES = 38.50' \ e. DECK SHALL SLOPE AT 1 /4" TO 1 /2" PER FOOT TOWARD \ DRAINS. 1 , ACTIVITY POOL, - f. DECK TO BE POURED BY GENERAL CONTRACTOR. >< SEE SHEET /AQ2.00 \ COORDINATE WITH DRAIN INSTALLER FOR DECK DRAINS jf1. �- REGARDING DRAIN HEIGHTS AND REQUIRED FINISH. DECK DRAINS BY OTHERS, SEE CIVIL PLAN SHEETS FOR I X / INSTRUCTION AND DETAIL. / h. RE5TROOM5 SHALL NOT DRAIN TO THE POOL DECK. X 1. DECK, RAMP5, BARRIERS, AND BRIDGES, BY OTHERS. x r / J. DECK SURFACE TO HAVE NON -SLIP AND IMPERVIOUS FINISH; SEE CIVIL PLANS. STAMPED CONCRETE OR ANY OTHER SURFACES THAT RETAIN WATER ARE NOT ALLOWED. a 3/ 16/22 DOH REV15ION r / k. DECK SHALL BE CONSTRUCTED TO ADA ACCESSIBLE ROUTE �2 3/3/22 DOH REV(510N X ' DECK ELEV. = 35.50 - REQUIREMENTS WITH A MAXIMUM 1/4" PER FOOT CROSS AT WALLS, TYPICAL SLOPE, DI 2/ 16J22 DOH REVISION X X / 2. PROVIDE EMERGENCY PHONE IN IMMEDIATE POOL AREA BY MARK DATE DESCRIPTION T.O.W.95.83', ' � OWNER. DATE TYPICAL ' ISSUED: 0 1 /25/2022 3. HOSE BIBS WITH VACUUM BREAK BY PLUMBING CONTRACTOR. < HOSE B1135 TO BE SPACED TO SERVICE COMPLETE DECK AREA PHASE: STATE SUBMITTAL —`' WITH A MAXIMUM 100 FT. HOSE. \ % PROJECT TITLE: 4. DRINKING FOUNTAINS BY PLUMBING CONTRACTOR. DRINKING ,t- FOUNTAINS TO BE LOCATED IN VICINITY OF POOL. CA�� COD SEE CIVIL PLANS FOR \ � 5. ALL POOL PATRON ENTRANCE DOORS AND GATES TO BE SELF - DECK INSTRUCTIONS CLOSING, SELF -LATCHING AND LOCKABLE, TYPICAL - BY GENERAL N �LATAB LE AND DRAINAGE `� CONTRACTOR. G. ALL THEM(NG TO BE DEVELOPED AND INSTALLED BY OWNER p A K AND/OR OWNER'S THEMING CONTRACTOR. 1 ' `R \ PROPOSED ACTIVITY POOL 7. POOL AREA ELECTRICAL BY ELECTRICAL CONTRACTOR: PROJECT OWNER: 4' CLEAR DECK REQUIREMENT ° HATCH ADDED � _ X _ X, - X a. ALL WIRING SHALL CONFORM TO ALL APPLICABLE NATIONAL, CAPE COD " X +� _ X _ ' STATE; AND LOCAL ELECTRICAL CODES. INFLATA{� BPARK K b. LOCATION OF ELECTRICAL DEVICES SHOWN IS APPROXIMATE. + PROJECT CONSULT WITH POOL CONTRACTOR FOR ACTUAL LOCATION: X X A INSTALLATION LOCATION. ALL ELECTRICAL SWITCHES SHALL p WEST YAI\M O UTH AX BE LOCATED A MINIMUM OF 5'-0" HORIZONTALLY FROM THE s 'X POOL EDGE, MA55ACH U5ETT5 eX c. POOL CONTRACTOR TO COORDINATE WITH ELECTRICIAN FOR SHEET TITLE: POOL LIGHTS AND JUNCTION BOX LOCATION. SEE CIVIL PLANS FOR d. SHUT OFF SWITCHES TO BE PROVIDED AND INSTALLED BY THE p NORTHERN FOOL DECK INSTRUCTIONS ELECTRICAL CONTRACTOR, INSTALL PROTECTIVE FLIP COVERS AND DRAINAGE OVER SHUT-OFF SWITCHES AT EACH LOCATION. AREA PLAN VIEW �*cr* �\ cr e. ELECTRICAL CONTRACTOR RESPONSIBLE FOR ELECTRICAL Gr BONDING AND GROUNDING OF POOL VE55EL5 AND ACCESSORIES TO CONFORM TO NEC REQUIREMENTS. 0 5' 10, 20' 8. THE POOL AND ADJACENT AREAS THAT ARE INTENDED TO BE USED AFTER DAYLIGHT HOURS MUST BE PROVIDED WITH AREA I I " x 1 7" - 3/G4" = I \� A LIGHTING THAT IS IN COMPLIANCE WITH THE STATE OF 22" x 34"- 3/32" = P m MA55ACHUSETT5 ADMINISTRATIVE CODE. THIS LIGHTING TO BE PROJECT 5 2987 PROVIDED BY THE OWNER OR OWNER'S LIGHTING CONTRACTOR. NUMBER NUMBER AQO O 5 . E N CV O N s V 0 1 N N O O a� O U L `s N v N Ln U_ 1— d Q i N Ln O 0 N LLLn INV.=92.92' FRSF FRFR d` i INV.=95.42' FRSS FRMD NOTE: BARPOOL AND FLOWRIDER �- s DECK ELEVATION = 98,50' INV.=93.25Y (,_u..- BPSS -- BP M D ---� INV. =92,00' !'BPSS �-i BPMD z INV.=93.50' -'i BPSS BPMD INV. =92,00' APSS APTS rh; • INV.=94.75' INV.=92.25' BPFR APFS sN ' APMD, �t rxz" 1 zR INV.= 93 , 50' -- APWF- I APWF-2 --- - 'j APWF-3 INV. =33.50' APWF-4 APSF APWF-5w. APWF=6 r INV.= 93.75' / r+- APSS r� 'i 1 1 INV.= •,92.88' INV.= 93.20' APWF;= I APWF-3 APWF-2 APWF-4 APWF-5 APWF-G _.._..._ APWF-7 < / NOTE: ACTIVITY POOL DECK ELEVATION = 95.50' W s4 Ft a if 4-2 RA'AMAKERsc NORTH �,. �����employee-owned „�...���m-. d (608) 643-4100 www.Yramaker.com z E S a i AQUATIC DEVELOPMENT GROUP T fl C X Q. i C g C Gertlfi ion Seal: - i I hereby certify that this plan, specification, or report was prepared Q by me or under my direct supervision and that I am a duly Licensed S Professional ffngmeer under the laws of the State of Massachusetts. Q. it C U or �a JAMES R. SKOWRONSKI , C v CWIL No.47833 d .off 9FGI�4�p �, �R�S/QNAL a: 4� s 3 1 G 2022 i R gYstered C YI Engineer Signature: Date: a C 9 4 s C 42 is i s C C m i 4- S -t= i C ; E C 1 s s 0 3/ 1 G/22 DOH REVf510N z MARK DATE DESCRIPTION PIPE LEGEND PIPE LEGEND MAID DESCRIPTION 5IIZE N) MARK DESCRIPTION 5IIZE N) BARPOOL ACTIVITY POOL BPMD BARPOOL MAIN DRAIN 8" APMD ACTIVITY POOL MAIN DRAIN G" BPFR BARPOOL FILTER RETURN 4" APFS ACTIVITY POOL FEATURE SUCTION 4" BPSS BARPOOL SKIMMER SUCTION 8" APFR ACTIVITY POOL FILTER RETURN G" BPFS BARPOOL FILL SENSOR CONDUIT 4" APSS ACTIVITY POOL SKIMMER SUCTION G" ULO�wp�_IDER APTD ACTIVITY POOL TRENCH DRAIN XX APWF- I ACTIVITY FOOL WATERFEATURE WALL SPRAY ARCHES 211 FRI'T FLOWRIDER FILTER RETURN 4" APWF-2 ACTIVITY POOL WATERFEATURE WALL SPRAY ARCHES 21, FRSS FLOWRIDER SKIMMER SUCTION 4" APWF-3 ACTIVITY POOL WATERFEATURE SPLIT PEA 1.511 FRMD FLOWRIDER MAIN DRAIN 4" APWF-4 ACTIVITY POOL WATERFEATURE MUSHROOM MAZE 2„ FRSF FLOWRIDER FILL SENSOR CONDUIT 3/4" APWF-5 ACTIVITY POOL WATERFEATURE MUSHROOM MAZE 211 APWF-G ACTIVITY POOL WATERF EATURE GURGLING SPRINGS 211 APWF-7 ACTIVITY POOL WATERFEATURE GURGLING SPRINGS 2„ APSF ACTIVITY POOL FILL SENSOR CONDUIT 3„ 4 DATE 01 /25/2022 ISSUED: PHASE: STATE SUBMITTAL PROJECT TITLE: s d CAPE COD I NELATADLE E q PARK C C PROJECT OWNER: E i CAPE COD N FLATABLE PARK PROJECT LOCATION: WEST YARMOUTH, L MA55ACH U5ETT5 9 SHEET TITLE: C NORTHERN POOL AREA OVERALL PIPING PLAN s= 0 4' 8I G ' ' p L I I " x 17" - I/I G" = I' 22" x 34" - 1 /8" = I' E NUMBER 5 2987 U � NUMBER AQO.OG t=- 75 l.L 7 fD _2 Q w Q v w okn Q Q m O E `� N I N N O N C9 L O a� C\ 75 L n 6� LL V L N Ln U d c� 0 Q U N Ln O 6� N Lin Z I X X- X_a_X -X X X A- x � I� x X I X 0 E] I1 II II If X 1 11 if X II m X 1 X I d X I X r d X I I X X I i X I I X 1 I i I X I I i I X I I 1 I X r I 1 X 1 I X I 1 X Q X I X I q � X I I X X, T.O.W.= 95.8 —�-- (THIS END ONLY) DECK ELEV. = 95,50' AT POOL EDGE, TYPICAL T.O.W. SLOPES LIFEGUARD5 ONLY SLOPE I OUTSIDE CORNERS TO x BE SMOOTH, TYPICAL, x X � - X-X-XoX-XeX-x.ex -x.oX_X--oX X_0_X-�- � RECESSED x X-� x-X''x-�-X`Xo_X-Xo-X-Xo-X-Xo.X_ TYPICAL BOTH x9x SEE DETAIL 2 ON SHEET AQ20.01 T.O. W. = 97.50' - e 0" r Gr f f e f s 0 DECK ELEV. = 95.50' AT I FAfnwr_ Ff)CF IlF RFA('H T.O. WAVE CHAMBERS = 99.58', ALONG NORTH EDGE (LIFEGUARDS ONLY) 0 4' CLEAR DECK REQUIREMENT HATCH ADDED f; DECK ELEV. = 95,50' AT POOL EDGE, TYPICAL O' P T.O.W.= 35.83' (THIS END ONLY) ! k .�J `— LIFEGUARDS ONLY d 0 r Q20.01 T.O.W.5LOPE5 / ! O 'J k 0 !-- T.O.W. STARTS SLOPE T.O.W.= 97.50' d ,la RA""kMAKER N O RTN employee -owned (608) 643-4100 www.ramaker.com 44DG AQUATIC DEVELOPMENT GROUP Certlficahm * Seal: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a. duly Licensed f rofe55cnal f=ngmeerunder the laws of the State of Maseachuaetts.. ® JAMES R.G SKOWRON$Ki u'fia v CIVIE No. 47833 a -6 3/ 1 G12022 R gistered G&O Engmeer ignature: Date: Q20.01 a3 3/ 1 G122 DOH REV1510N A3/3/22 DOH REVISION WAVE SYSTEM E-STOP �I 2/I G/22 DON REVISION ,. T.O. W. = 97.50' /— MARK DATE DESCRIPTION 4 Q2o.o1 5 DATE 01 /25/2022 /,. > • ISSUED: y q\ AQ3.0 I PHASE: STATE SUBMITTAL \ 4 WIDE BLACK PROJECT TITLE: / f PAINTED LINE ON FLOOR AND WALLS CAPE COD EMERGENCY _ TING '�'� } � '� "� � TELEPHONE, BY OWNER IN E LATAB LE P` fV SEE MANUFACTURERS PLANS AND EQUIPMENT PARK �RV LIST FOR CAISSON / GRILL � PROJECT OWNER:. CAPE COD @ IN FLATABLE PARK PROJECT LOCATION: ' 2 WEST YARM O UT h, Q2o.o m, r M ASSAC N U S ETTS _ - SHEET TITLE: WAVE POOL NOTES: I . CONSTRUCTION JOINTS AND EXPANSION JOINTS SHALL BE PLAN VIEW LOCATED AS INDICATED IN THE PLAN VIEW ALONG THE BASIN FLOOR AND WALLS PER DETAILS 4 * 5 ON SHEET AQ20.00. 2. DEPTH MARKER5 SHALL BE PLACED AT MAXIMUM 25' 0 5' 10' 20' INTERVALS AROUND THE POOL PERIMETER AND AT I' DEPTH INTERVALS. MARKERS TO BE PLACED ON THE DECK AND ON THE POOL WALLS ABOVE THE WATER LINE. SEE DETAIL 3 ON I I" x 1 7" - 31G4" I' SHEET AQ20.09. 22" x 34"- 3/32" =I UMB' ER 3. POOL CONTRACTOR SHALL VERIFY LOCATIONS OF ANY N52987 - THEMING FEATURES WITH THEMING CONTRACTOR. SHEET 1.00 -_ - --- NUMBER AQ 1 I . OO V 0 N N N O �9 O O M 51 C\ 75 4} v V N Ln U Q 0 Q. i N Ln O O G) N Ln ! 3 P S} rr eXC z ; S R/A"MAKER NORTH . ��.��,���. �d�;w�-employee-owned;a�. (608) 643-4100 www.ramaker.com PIPE LEGEND MARK DESCRIPTION SIZE (IN) WAVE POOL WPMD- I MAIN DRAIN 1 2" WPMD-2 MAIN DRAIN 1 2" WPF5 FEATURE SUCTION 4" WPFR- I FILTER RETURN (CA55IONS) 8" WPFR-2 FILTER RETURN (BEACH) 8" WPSK SKIMMER 3" WPTD WAVE POOL TRENCH DRAIN 1 2" WPWF- I ACTIVITY POOL WATERFEATURE GURGLING SPRINGS 2„ WPWF-2 ACTIVITY POOL WATERFEATURE GURGLING SPRINGS 2„ WPSF FILL SENSOR 2" WPWM AUTOFILL WATER MAKE UP 2" SYMBOL KEY OVERFLOW TRENCH (WALL) OVERFLOW TRENCH (FLOOR) OHIGH FLOW FLOOR INLET GRAVITY SAFETY CAGE �} CAISSON INLET OHYRDROSTATIC RELIEF VALVE PIPING KEY RECIRC SUPPLY LINE — — GRAVITY LINE — FEATURE SUPPLY LINE SUCTION LINE NOTES: I . VELOCITY OF SUPPLY PIPING SHALL BE LESS THAN 8 FT/SEC. 2. VELOCITY OF SUCTION PIPING SHALL BE LE55 THAN G FT/5EC, 3. POOL PIPING RUNS ARE SHOWN FOR SCHEMATIC PURPOSES ONLY. THEY ARE NOT INTENDED TO REFLECT ACTUAL PIPE LOCATION. (CONTRACTOR SHALL FIELD LOCATE POOL PIPING). 4. MAIN DRAIN SUCTION VELOCITY SHALL BE LE55 THAN 1.5 FT/5EC THROUGH GRATE AT DE51GN FLOW. 5. ALL POOL PIPING SHALL BE RIGID PVC SCHEDULE 40 UNLESS OTHERWISE NOTED. G. GRAVITY LINES TO HAVE A MINIMUM SLOPE OF 1 /8" PER FOOT. Ltk AND FITTINGS. I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am 'I lly uly Lcer"', Profeeetonal Engineer under the laws of the State of Massachusetts. U3 3/ 1 G/22 DOH REVISION MARK DATE DESCRIPTION DATE 01 /25/2022 ISSUED: 155UE STATE SUBMITTAL PHASE: PROJECT TITLE: CAPE COD I NFLATABLE PARK PROJECT OWNER: CAPE COD INFLATABLE PARK PROJECT LOCATION: WEST YARMOUTH, M A55 AC H U 5 ETT5 SHEET TITLE: WAVE POOL PIPING PLAN 0 5' 10' 20' 1 1" x 1 7" - 3/G4" = I' 22" x 34" - 3/32" = P 52967 NUOMBER AQ 1.0 I NUMBER ME ELECTRIC ROOM WAVE GENERATION ROOM ►1 WAVE GENERATION EQUIPMENT AQ 1.03 o --►a I _8� \ I Q20.0 D I '-8" D 4A. )/ T.O.W = 07.50 ° WATERLINE ELEV.=94.50' / T.O. W. = 97.50' D WAVE D 5 ° D HAMBERS -011 • . oe 4e ' 4 4• ° ... 4 .� D ° ROPE ANCHOR CAISSON ENTIRE SURFACES OF Q20.01 ' WAVE CHAMBERS TO D 4 BE EPDXY PAINT ROPE ANCHOR 51_ 11 WATERSTOP IF FLOOR WALL ARE SEPARATE POURS SEE BASIN WALL DETAIL AND CAISSON SECTIONS FOR 1 ADDITIONAL INFORMATION q° D > 4" WIDE BLACK STRIPE ON D ° FLOOR AND WALLS MINIMUM OF G" OF 95% COMPACTED SAND OR G" OF 05% COMPACTED SAND OR o - =1 ° D CRUSHED AGGREGATE UNDER POOL AND AROUND POOL CRUSHED AGGREGATE UNDER TI WAVE CHAMBER SAFETY GRILLES BY o � WAVE EQUIP. MANUFACTURER, SEE SHELL. COORDINATE WITH G.C. AND DE -WATERING POOL AND AROUND POOL SHELL. II 1= I— 1—I DRAINAGE DESIGNER FOR FINAL THICKNESS. EQUIPMENT LIST SUB -SOIL UNDER POOL AND AROUND POOL SHELL SHALL HAVE A MIN. BEARING STRENGTH OF 3,000 PSF �.. 2 WAVE POOL SECTION A A3 Q20.0 SCALE: 3/6" = P-0" (22" x 34") WALLS TO BE CARVED STAINED PER WALL DETAIL(S), COORDINATE WITH OWNER. T.O.W SLOPES /-- HANDHOLD G' 15" Y POOL BOTTOM SLOPE TO 31-511 BE MAXIMUM OF I " PER I'-C" TO MAIN DRAIN a Dv D WHITE EPDXY PAINT WITH SLIP RESISTANT FLOOR FINISH NOTES: I . CONSTRUCTION JOINTS AND EXPANSION JOINTS SHALL BE LOCATED AS INDICATED ON SHEET AQ 1.00 ALONG THE BASIN FLOOR AND WALLS PER DETAILS 4 * 5 ON SHEET AQ20.00. 2. DEPTH MARKERS SHALL BE PLACED AT MAXIMUM 25' INTERVALS AROUND THE POOL PERIMETER. MARKERS TO BE PLACED ON DECK AND ON POOL ILL, WALLS ABOVE THE WATERLINE. CONCRETE WITH WALLS TO BE CARVED MEDIUM BROOM 4 HANDHOLD STAINED PER WALL DETAIL(S). FINISH Q20.0 T.O.W. SLOPES COORDINATE WITH OWNER. WATERLINE ELEV.=84.50' � T.O.W. SLOPES T.O.W. = 9G.00' _ WATERLINE ELEV.=94.5" DECK = 95.50' © �® D _ eb II I � 1T � I_U.•.I -� 1= I I_ I I- rr WHITE EPDXY PAINT WITH SLIP MINIMUM OF G" OF 95% COMPACTED SAND OR _..-/ 11.OTESCONSTRUCTION JOINTS AND EXPANSION JOINTS RESISTANT FLOOR FINISH CRUSHED AGGREGATE UNDER POOL AND AROUND POOL SHALL BE LOCATED AS INDICATED ON SHEET SHELL. COORDINATE WITH G.C. AND DE -WATERING AQ 1.00 ALONG THE BASIN FLOOR AND WALLS DRAINAGE DESIGNER FOR FINAL THICKNESS. PER DETAILS 4 * 5 ON SHEET AQ20.00, 2. DEPTH MARKERS SHALL BE PLACED AT MAXIMUM 25' INTERVALS AROUND THE POOL PERIMETER. WAVE POOL SECTION -CONTINUED A I MARKERS TO BE PLACED ON DECK AND ON POOL SCALE: 3/8 = I -O (2 2" x 34) WALLS ABOVE THE WATERLINE. RA��MAKER employee -owned 64 4100 www.ramakerxom 44DG AQUATIC DEVELOPMENT GROUP ;ertafi ion * Seal: I hereby certify that this plan, specificabon, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the haws of the State of Massachusetts. H 0F JAMES R. c SKOWR4NSK1 c� CIVIL w No, 47833 sYONAL �. 3/1 G12022 R gistered Ci Engineer gnature: pate: 03 3/ 1 G122 DOH REV15101\1 0 2/ I G/22 DOH REV1510N 1 00.58' (ALONG FRONT EDGE) AQ B 1.03 MARK DATE DESCRIPTION DATE 0 1 /25/2022 ISSUED: T.O.W. = 97.50' � ISSUE. STATE SUBMITTAL PHASE OPENINGS FOR WAVE I I IffNTIRE 5�_I�� CAISSON EXTERIOR WALL TOT.O.W. = 97.50' PROJECT TITLE: SURFACES OF ---- d .4 GENERATION WAVE CHAMBER(S) BE STAINED, NOT CARVED. WAVE CAFE COD I I COORDINATE WITH OWNER. I I CAISSONS, TYP. ( I I ( BASIN SIDE WALLS TO BE CARVED SEE CIVIL PLAN SHEETS EQUIPMENT, TYP: INTERIOR TO BE EPDXY ° a' FOR DECK ELEV SEE CIVIL PLAN SHEETS PAINT < d STAINED PER WALL DETAIL(S). COORDINATE WITH OWNER. I N I' LATAB LL._ FOR DECK ELEV PARK Q20.01 WAVE CHAMBER SAFETY GRILLES BY POOL WALL FLOOR-0 I I POOL BOTTOM SLOPE TO I I I I WAVE EQUIP, MANUFACTURER, SEE JUNCTION SHALL HAVE BE MAXIMUM OF 1 " PER EQUIPMENT LIST ° PROJECT OWNER: A 111TO G" RADIUS 1'-0" TO MAIN DRAIN CAPE COD WATERSTOP IF FLOOR WALL d ARE SEPARATE POURS SEE BASIN WALL DETAIL AND I d. 8. CAISSON SECTIONS FOR ADDITIONAL INFORMATION a I N FLATABLE PARK PROJECT3'-G" WEST YARMOUTH e M A5AC h U 5 ETTS SHEET TITLE: Y .. d d d d' dd d d d 4 dd!P d e G d dP P d d d ° e d � d.d d e d d e'd E d 4 G" OF 95% COMPACTED SAND OR CRUSHED AGGREGATE UNDER POOL AND AROUND POOL SHELL. SUB -SOIL UNDER POOL AND AROUND POOL SHELL SHALL HAVE A MIN. BEARING STRENGTH OF 3,000 PSF 0 _ 'll •I� --°-ill _ WAVE. POOL 1=11-11=I1=1-II-1=II_1-11-.I=III-I--II-II SECTION VIEWS 0 A 0 ��� WHITE EPDXY PAINT WITH SLIP 1�II III-1II 1 �11, ITITIi�IT�-�IIh--1�I1 G._h RESISTANT FLOOR FINISH NOTES: 2 1 . CONSTRUCTION JOINTS AND EXPANSION JOINTS Q20.0 SHALL BE LOCATED AS INDICATED ON SHEET SCALE: WAVE POOL SECTION AQ 1.00 ALONG THE BASIN FLOOR AND WALLS AS NOTED SCALE: 3/8" = 1'-0" (22" x 34") B PER DETAILS 4 t 5 ON SHEET AQ20.00. 2. DEPTHNT RVA S A O NLD THE OOLDPERIME ER. NUMBER 255 2987 MARKERS TO BE PLACED ON DECK AND ON POOL SHEET WALLS ABOVE THE WATERLINE `` NUMBER AQ 1.02. 0 N CV N O N �9 L L N S6 7 q 73 T; N F) 75 SZ 0 .0 U 5 0 N Ln U Q C3 0 d U, N Ln O O n N Lo 1 1 '-3' I I -Oil }T .",��.�.�.. NOTE: CA55ION SECTION ALSO REFER TO PIPE SLEEVE DETAIL 5 A ON AQ20.2 REINFORCING AT AN SCALE: 3/8" = I'-O" (24" x 3G") OPENING DETAIL G ON AQ20.04, DETAIL 2 ON SHEET AQ20.09 CA5510N 5ECTION B SCALE: 1 /2" = I '-0" (24" X 30) NOTE: ALSO REFER TO PIPE SLEEVE DETAIL 5 ON AQ20.2 REINFORCING AT AN OPENING DETAIL G ON AQ20.04. r U M RA"MAKER employee owned (608) 643-4100 www.ramaker.com L to E 44DGL AQUATIC DEVELOPMENT GROUP �i N U x U E to 0 Certification * Seal: I hereby certify that this plan, specification, or report was prepared L by me or under my direct supervision and that I am a duly Licensed Professional lfnymeer under the laws of the State of Massachusetts. Qi N 0 U N _ 75 0 75 N N 75 ? Agyti, , 3/1 6�022 I L K Istered Gil En meer Si nature: Date; N U 0 L a a� i 0 -P 5= i s 0 -u M E i 0 i 0 c E U 0 75 N i N A 3/ I G/22 DOH REVISION N MARK DATE DESCRIPTIONDATE z U in 155UED: 01 /25/2022 ISsuE STATE 51J13MITTAL PHASE: PROJECT TITLE: d CAFE COD i N f LATAB LE E rY PARK ° ° PROJECT OWNER: S_ CAPE COD ° IN FLATABLE PARK PROJECT LOCATION: WEST YARM O UTH , MA55ACH U5ETT5 S_ 5HEETTITLE: F WAVE POOL 5ECTI ON VI EW5 5CALE A5 NOTED s= a; E C 7 PROJECT 5 2 g 8 "7 NUMBER SHEET NUMBER AQ 1.03 73 U � o Q z � m m r_') lLl Q C.� w v cfi o Q Q m O CAISSON I CAISSON EQUIPMENT ROOM 1 I AQ 11..04 \ ABOVE CAISSONS F.F. ELEV. = 99'-9" J L 3" GRAVITY FROM WALL \ J - OVERFLOW TRENCH TO \ 8 I _O I - I 1 „ 1 2" GRAVITY FROM BALANCE TANK ZERO DEPTH ENTRY 1, 3„ OVERFLOW TRENCH TO BALANCE TANK PVC PIPE WATER5TOP, 1 2" GRAVITY TO BALANCE - FLOAT VALVE STEM 1 1-7 " TYPICAL AT EACH PIPE TANK FROM CAI5SON(5) / 14 DIA. EXTENSION THRU PENETRATION GRAVITY DRAIN(5) BLIND SUMP TOP OF TANK, SEE -�- _` ` 3 `DETAIL 3 ON 3" GRAVITY FROM WALL 4(Q120.0 SHEET AQ20.02 OVERFLOW TRENCH TO EQUIPMENT ROOM BALANCE TANK 8'-8° (INTERIOR) F.F. \ 9 2'-O" ELEV.= 97'-0" FLOAT VALVE, INTERIOR TO BE COATED WITH SEE DETAIL 2 ON EPDXY PAINT FINISH 21 GIL SHEET AQ20.02 ANTI -VORTEX PLATE, SEE DETAIL I ON SHEET AQ20,02 ACCE55 HATCH F1 YA, C 2'-G" I� I AUTOFILL SENSOR, AQ1.04 WALL MOUNTED LADDER RUNGS SEE DETAIL G ON \SMEET AQZ0,08 1 2" BALANCE 14 F TANK SUCTION WAVE EQU.IPMENT E BUILDING, SEE AQ3.03 SIM. AQ3.03 ARCHITECTURAL PLANS 4 6 Q20.0 020.0 SHIPS LADDER, SEE ARCHITECTURAL PLANS PUMP PIT EQUIPMENT ROOMLF (EXTERIOR) P.F. AWOL F. ELEV.= 88'-G" ELEV. = 97`-0" WAVE POOL SUMP PIT, PUMP, AND FLOOR DRAINS RECIRC. PUM O BY PLUMBING CONTRACTOR. FIELD COORDINATE FINAL LOCATION. 2" FEATURE SUPPLY B 3" FEATURE SUCTION AQ 1.04 WAVE POOL FEATURE PUMP BARRIER RAILING, SEE ARCHITECTURAL PLANS 1 2'-0" IM 5 6 WAVE PUMP PIT BALANCE TANK PLAN VIEW Q2o.o 1 Q2o.o SCALE: 3/8" = P-0" (221'x 34") WAVE EQUIPMENT BUILDING 5ECTION B SCALE: 3/8" = I'-0" (22" x 34") ROOM FF=97.0_ 0' GRADE=9G.5_�0 D AT ZDE=95.50'j, SWL= 94.50'� LWL= 90. 2 5'0 TANK FF=88.5O'.. _ERSTOP AT ALL JCRETE COLD JOINTS, TYPICAL FILTER AREA BARRIER RAILING, SEE ARCHITECTURAL PLANS OIL TOP OF CAISSON FF=99.75' E,�QUIP ROOM FP=97.00' oLGRADE=9G.50' �TOD AT ZDE=95.50' SWL=94.50' PUMP PIT v AUTOF ILL 5EN5OR, SEE DETAIL G ON SHEET AQ20.08 SHIPS LADDER BY OTHERS, SEE ARCHITECTURAL PLANS v LWL=90.25' D OLPIT / TANK FF=88.50' p o p SIM. F AQ3.03 CAISSON I N LET WAVE GENERATION ROOM WAVE GENERATION EQUIPMENT, SEE MANUFACTURERS PLANS ° WALL MO N FED LADDER R GS F BY ADG p. AQ3.03 CAISSON ALL SURFACES OF WAVE ACCESS CHAMBER INTERIORS TO BE - -- HATCH COATED WITH THOROSEAL fl ( OR EQUIVALENT FLOAT VALVE STEM Jle=_ __ _ D EXTENSION THRU TOP OF v BALANCE TANK, SEE DETAIL 3 ON TANK SHEET AQ20.02 TYPICAL p BA IN W =94.5 a a 3'-4" 3" GRAVITY FROM WALL ° p OVERFLOW TRENCH TO 8 o BALANCE TANK ' I NTERIOR TO BE COATED WITH EPDXY PAINT I'-9" I'-9" 2'-0" FIN51H PVC WATER5TOP WAVE CHAMBER ° AT ALL CONCRETE SAFETY GRILLE5 ° COLD JOINTS, TYPICAL o D A v 1 3 \ --- 1 4" DIA. BLIND SUMP Q20.0 3 WAVE EQUIPMENT BUILDING 5ECTION 1 2" GRAVITY TO BALANCE TANK FROM SCALE: 3/5" = I'-0" (2 2" x 34") A CA1550N(5) / GRAVITY DRAIN(5) WAVE GENERATION EQUIPMENT, SEE MANUFACTURERS PLANS Certification � 5eal: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engmeer under the laws of the State of Massachusetts. o JAMES R. tiG SKOWRONSK! CIVIL y No.4i833 S�ONAL 3 1 6 2022 R gistered d Engmeer ignature: Date: A3 1 3/ 1 G/22 DON REVISION MARK I DATE I DESCRIPTION FILTER AREA DATE 01 /25/2022 ISSUED: ISSUE 5TATE 5UBMITTAL TOP OF CAISSON PHASE: PROJECT TITLE: - It FF=99.75' CAPE COD ACCESS HATCH AQ3.03 FLOAT VALVE STEM EXTENSION THRU TOP OF TANK, SEE DETAIL 3 ON SHEET AQ20.02 I N �LATAB LE EQUIP ROOM FF=97.00'� p D 4 GRADE=9G.50'� p ° PARK, WALL MOUNTED -T BALANCE TANK TOD AT ZDE=95.50' LADDER RUNGS p PROJECT OWNER: 51M. p v SWL=94.50'0 CAFE COD E , INTERITO BE ATED ' AQ3.03 EPDXYFAINT3" � WITHOXY AIR T GRAVITY FROM WALL INFLATABLE PARK 3" GRAVITY FROM WALL OVERFLOW TRENCH TO PROJECT LOCATION: WEST YA{RMOUTM, OVERFLOW TRENCH TO 1 2" BALANCE BALANCE TANK BALANCE TANK TANK SUCTION 1 2" GRAVITY FROM ZERO 0 DEPTH ENTRY OVERFLOW ..�I U 5 ETTS M A55Ac v TRENCH TO BA C ALFE I SHEET TITLE: 2' 6 41-211 v p LWL=90.25' WAVE POOL 4 G d FLOAT VALVE, 2'-1I" Q20.0 Q20.0 SEE DETAIL 2ON I _8 Q EQUIPMENT BUILDING SHEET AQ20.02 p ° o p PIT / TANKS FF=88:50 VIEWS A1 2 GRAVITY TO BALANCE o ° pv TANK FROM CAISSON(5) / PVC WATER5TOP AT SCALE: GRAVITY DRAIN(5) 2, 0„ ALL CONCRETE COLD JOINTS, TYPICAL A5 NOTED 1 2'-0" ANTI -VORTEX PLATE, SEE DETAIL I ON SHEET AQ20.02 PROJECT U �L 7 WAVE EQUIPMENT BUILDING SECTION NUMBER ✓V C SCALE:3/8" = I'-O" (22" x 34") /� NUM ER AQ /� O-t" 1.04 t . Q � z s m � w Q C�J w , z v o � Q m E o nC CV N C) m 0 O E RECIKC. PUMP POWER TO KECIKC, PUMP VOLTAGE/PHASE 120V SUPPLY CHEMICAL FEED CONTROLLER, ELECTRICALLY COMPACT CONTACTOR WITH 2OAMP N.O. INTERLOCKED WITH RECIRCULATION PUMP CONTACT * CORROSION -RESISTANT ;; CONTROL WIRING, TYPICAL HOUSING BY ELECTRICAL CONTRACTOR. PH, ORP PROBES ALSO SEE NOTES ON SHEET AQ 10,00 AND FLOW SWITCH DEDICATED COMBINATION GPCI OUTLET * SWITCH (OR EQUAL) TO SERVE AS CHEMICAL CONTROLLER DISCONNECT CHEMICAL FEED PUMP, TYPICAL : :............. LIQUID CHLORINE W I CHEMICAL TANK 0O J SAMPLE PORT CO2 CYLINDERS # REGULATORS I 00 I" O 1, D. PVC, O TYPICAL I � O • SWITCHOVER l I I MODULE L j CONTROLLER I METER * PRESSURE ❑ ' I REGULATOR I 50LENOI? VALVE E : 3/4" O IT.D I/2" O I.D. CHECK VALVE 5 •••••• POLYTUBE POLYTUBE, O. RECIRC LINE O8„ INLET TYPICAL I F EJECTOR, F TYPICAL ( SUPPLY 8 10" TO BASIN r I F E) 6" I N LET 8 SUPPLY TO MANUFACTURER CAI550NS SPECIFIED LENGTH I OF STRAIGHT PIPE, POOL AREA EQUIPMENT ROOM MANUFACTURER TYPICAL SPECIFIED LENGTH OF STRAIGHT PIPE, TYPICAL WAVE POOL EQUIPMENT LIST: MARK ITEM QUANTITY SIZE MODEL NOTES INTERIOR TO BE Mi IOROSEAL OR EQUAL A BALANCE TANK 1 5837 GAL CAST IN PLACE CONCRETE 12.0 FTX 8.7 FTX 7.5 FT DEEP RECI RCULA11ON PUMP Al FLOAT VALVE 2 12 INCH ADG, MV02023 --- --- --- --- --- --- AURORA 3800, 6x8xl3.5 DESIGN: 1594 GPM / 70 FT TDH B RECI RCULA11 ON PUMP 1 40 HP 1200 RPM 480V, 3PH PEAK: 2250 GPM / 48 FT TDH RECI RCULATION PUMP FIBERGLASS STRAIGHT B1 H & L STRAINER 1 12"x12" FLUIDROL, SW116112031 PROVIDE TWO STRAINER BASKETS RECIRCULATION PUMP B2 ANTI -VORTEX PLATE 1 12 INCH WHITTEN 11107-12 --- --- --- --- --- --- RECI RCULATI ON PUMP SIZED AND PROVIDED BY B3 VFD 1 --- ELECTRICAL CONTRACTOR SEE SHEET AQ10.00 FOR ADD'L NOTES STA-RITE MAX-E-PRO, 345076 DESIGN: 80 GPM / 30 FT TDH C FEATURE PUMP 1 1 HP 480V, 3PH PEAK: 105 GPM / 29 FT TDH FEATURE PUMP C1 H & L STRAINER --- --- INTEGRAL TO PUMP PROVIDE TWO STRAINER BASKETS NEPTUNE BENSON DEFENDER, 1230 GALLON BACKWASH TO REGENERATIVE SP-49-48-1548 GROUND SURFACE THRU HOLDING TANK MEDIA FILTER / 1221 S.F. 1.31 GPM/SF AND 6 INCH AIR GAP AIR COMPRESSOR 1 --- REFER TO FILTER MANUF. FOR SIZING --- --- --- --- --- --- D CONTROLLER 1 --- NEPTUNE BENSON, RMF 110V INTERLOCK WITH RECIRCULATION PUMP E HIGH FLOW FLOOR INLE 7 4 1NCH ADG, 11529 NIA TURN OPEN 150 GPM EACH E1 CASSON INLET 4 6 1NCH OPEN ENDED PIPE 1.5 FPS 136 GPM EACH OVERFLOW TRENCHES SIDEWALL 2 24" LONG ADG, 1.1627 3 PIPE CONNEC11ON 30 GPM EACH F_ ZERO DEPTH ENTRY.-- - 13 = _a 96"Lc V ADGS8 k9- Qo���oo�^ ,- .- ., 6 � I2EP,PE CC�NI CT�S I^118 dGPM EACH.,. WHITTEN, ADG242430MD GRAVITY FLOW PER DRAIN: 1159 GPM 288.0 S.I. OPEN AREA EACH PEAK PUMP FLOW' 2250 GPM GRAVITY LOCATED IN CASSONS, 1440 GPM MAX / GRATE 20 YEAR LIFE G MAIN RA S > IN 2 n n 4 24 NOTACCE SI LE O P TR Ste$ ONS. ES GN LOW. . 1 94 . GP - 89 FP 5 _ JOHNSON HYDROTECH LOCATED IN CASSONS, G1 SUCTION FITTING 1 3" HEADER NOT ACCESSIBLE TO PATRONS --- --- --- --- --- --- PROVIDE VFD CONTROL H CHEMICAL CONTROLLER 1 --- BECSYS5 110V INTERLOCK WITH RECIRCULATION PUMP CHEMICAL LIQUID SODIUM HYPOCHLORITE 850-GALLON STORAGE DRUM J DISINFECTION 2 50 GPD STENNER 45M5 PROVIDE SECONDARY CONTAINMENT CO2 CYLINDERS PROVIDED BY OWNER CO2 SYSTEM S17E &ACCESSORIES PER MANUFACTURER K PH ADJUSTMENT 1 --- BECSYS CO2 FEED SYSTEM OPERATED THRU CHEMICAL CONTROLLER ADG, WM04288 I I OV POTABLE WATER SUPPLY: 2 1 NCH L AUTOFI LL 1 --- SENSORS LOCATED: BALANCE TANK RPZ VALVE REQUIRED 2 1 NCH FLOWMETERS PROVIDE #7310-1024 120V TRANSFORMER TOTAL RECIRC. 1 10 INCH SIGNET, 3-2551-P2-12 BLIND 24 VDC FOR EACH DIGITAL FLOWMETER FLOOR INLETS 1 8 1NCH SIGNET 3-2551-Pl-11 BLIND 24 VDC PROVIDE #9900 REMOTE DISPLAY FOR 8" CASSONS 1 8 INCH SIGNET, 3-2551-Pl-11 BLIND 24 VDC FLO'WMETERS p% COMBINATION VACUUM/ 4 INCH WHITTEN PRODUCTS INSTALL ONE IMMEDIATELY UPSTREAM & PRESSURE GAUGE 1 / PUMP DIAL 11553 PRESSURE/COMPOUND GAUGE DOWNSTREAM OF EACH PUMP WHERE < 2 INCH HARVARD BALL VALVE OR EQUAL PVC TRUE UNION > 2 INCH BRAY BUTTERFLY VALVE OR EQUAL CAST IRON WAFER TYPE W/ EPDXY COAT VALVE NOTED WHERE < 3 INCH HARVARD OR EQUAL BRASS FLAPPER >_ 3 INCH METRAFLEX CVXXK OR EQUAL CAST IRON WITH EPDXY COATED BODY CHECK VALVE NOTED WHERE PIPE NOTED --- ASTM D 1785 SCHEDULE 40 PVC --- --- --- --- --- --- --- DPD TEST KIT FOR CHL, INCLUDING, CHEMICAL TEST KIT 1 --- PROVIDED BY OWNER PH, ALKALI NITY, CYANURI C ACI D WAVE CHAMBER CUSTOM STAINLESS STEEL SAFETY GRILLES 6 --- SEE FEATURE SUPPLIER PLANS MAXIMUM 4" OPENINGS INDCLUDES, BUT NOT LIMITED TO WAVE FANS VALVES WAVE GENERATION ADG WAVE SYSTEM SPLASH GUARDS EQUIPMENT --- --- SEE FEATURE SUPPLIER PLANS COMPRESSOR W/ PNEUMATICS 500 W �EQUIVALEWPENTAIR I INTELLIBRITE 5G WHITE, 601302 FIELD VERIFY CORD LENGTH UNDERWATER LIGHTS 6 LARGE SS NICHE 78210400 120 VOLTS 100 FT CORD LENGTH i f SOLENOID VALVE 5U 0 L WATER LEVEL CONTROLLER L` O CONDUIT 2' 1 R/A`MAKER ........... ........................ ........................ ......... PROTECTED WATER employee owned ..,..,,a.. , SOURCE BY PLUMBING I CONTRACTOR MUST BE PLUMBED INDEPENDENTLY (608) 643-4100 www.ramaker.com TO WASTE THRU AIR GAP AUTOFILL CONNECTION SEE BACKWASH DRAIN LINE DETAIL 3 ON SHEET AQ20.06 VACUUM DRAIN LINE 4" TO 5ANTIARY SUMP PIT TO SANITARY SUMP PIT 1 t SEE MEP 3/4" PLANS44DG TO SANITARY SUMP PIT AQUATIC DEVELOPMENT GROUP INDICATES FLANGE / UNION PRECOAT VENT LINE CONNECTION, TYPICAL AL All, 10" PRECOAT TEE 2" �— NORMALLY OPEN AIR OPERATED 11211 AIR COMPRESSOR, 6 EFFLUENT VALVE, INSTALL AS PROVIDED BY CL05E AS POSSIBLE TO PRECOAT FILTER MANUF. TEE, PROVIDED BY FILTER MANUF, I WATER SEPARATOR, SIGHT GLASS, FILTER, * REGULATOR PROVIDED BY SEE FILTER MANUFACTURERS FILTER MANUF. INSTALLATION INSTRUCTIONS NORMALLY CLOSED AIR 10" FILTER FOR ADDITIONAL INFORMATION OPERATED PKECOAT VALVE, Certficatlon Seal: PROVIDED BY FILTER MANUF, I hereby certify that this plan, 5peaficat,on, or report was prepared O CONTROLLER by me or under my direct 5uperw5ion and that I am a duly Licensed DBALANCE 3a GRAVITY F Profe,55ional Engineer under the laws of the State of Massachusetts. PROVIDED I TANK FROM 51DEWALL BY FILTER D NORMALLY OPEN VALVE, j"'�� MANUF. PROVIDED BY FILTER MANUF. H) F I O" 6" HAIR LINT 3 GRAVITY O TRAP, TYP. I FROM SIDEWALL ja B2 ' SKOWRONSM E33 VFD B 12" O 1 2" 12" BALANCE 12 GRAVITY FROM v N�CIVIL v, O I I TANK SUCTION ZERO -DEPTH ENTRY .09 PRECOAT REDUCING SEE ELECT, PLANS I-- ' FITTING TO PUMP, B I POLY O 1. D. ANTI-VORTEX'S701Vq�NG°�w POLYTUBE TO PLATE PROVIDED BY KECIRC. LINE, I O 2" DRAIN VALVE FILTER MANUF. ( TYPICAL 1 WAVE POOL PIPING SCHEMATIC WAVE POOL DATA: MODULATING MAIN 3 1 G 2022 FLOAT VALVE, DRAT N R 6ji5tered C it ngineer Signature: Date: TYPICAL A I 1211 G `MAIN DRAIN 1 311 2" TO GURGLING SPRINGS # I G y► 2" TO GURGLING SPRINGS #2 SUCTION 3" FEATURE HEADER O 0SUCTION IN WAVE CA55I O N CI 1 EQUIPMENT ROOM POOL AREA BASIN CONSTRUCTION SHOTCRETE AREA 12841 SF RECIRCULATION RATE BASIN FINISH PAINT VOLUME 219710 GAL STATE REQUIRED: 915 GPM AT 240 MIN ACTUAL DESIGN: 1594 GPM AT 138 MIN MINIMUM WATER DEPTH 0'-011 CAPACITY REC. 321 BATHERS MAXIMUM WATER DEPTH 6-0" CAPACITY MAX. 852 BATHERS BASIN PERIMETER 474 LF WAVE POOL FEATURES: ITEM FEATURE FLOW SUPPLY PUMP FEATURE MANUFACTURER FEATURE INSTALLED BY $ GURGLING SPRINGS 10 GPM EACH I FEATURE PUMP 1WHITTEN PRODUCTS I POOL CONTRACTOR WAVE POOL DECK EQUIPMENT: ITEM QUANTITY SIZE MODEL NOTES LADDER SETS 4 --- WHITTEN PRODUCTS, LR10129 304 STAINLESS STEEL & 0,145-INCH WALL THICKNESS RAIL ANCHORS VRAIL POST --- REFER TO RAIL MANUFACTURER --- --- --- --- --- --- --- --- --- ESCUTHEON PLATES 1/RAIL POST --- REFER TO RAIL MANUFACTURER --- --- --- --- --- --- --- --- ROPE FLOATS 1 --- RECREONICS, COLOR BY OWNER PROVIDE 3/4' ROPE DIA., 5"x9" FLOATS, ROPE HOOKS ROPE FLOAT ANCHORS 2 --- SEE DETAIL --- --- --- --- --- --- --- --- --- RECIRCULATION PUMP 'B' CURVE: 'D' 100 — Minimum Continuous Stable Flow 5055 60 65 70 75 90 13.50 in 80 88 Max allowable flow Preferred operating region 80 13.31 in 83 70 84 f, 60 75 i 50CIO Q sa....� 20 10 � 20 10 CL z 0- 200 400 600 800 1,000 1,200 1,400 1,600 1,800 2,000 2,200 2,400 2,600 2,800 Flow - USgpm -EATURE PUMP 'C' CURVE: 'N' 60 Hz Performance Curve 100 I 90 .....a_ - mm� r BEST EFFICIENCY SIZING 80 � � I i I 1 70 _ 60 a I I H 40 ti 0' 30 I ' F I � N i 20 i E 10 �.._r �.� ,-,. a -.�. D j A B 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 U.S. Gaittons per Minute 0 3/ I G/22 DOH REV1510N I 2/ I 6/2 2 DON RE VISION MARK DATE DESCRIPTION DATE 01 /25/2022 155UED: 155UE STATE SUBMITTAL PHASE: PROJECT TITLE: CAPE COD I N ELATABLE PARK PROJECT OWNER: CAPE COD IN f LATA13LE PARK PROJECT LOCATION: WEST YARMOUTM, MASSACN USETTS SHEET TITLE: WAVE POOL PIPING SCHEMATIC AND EQUIPMENT LIST SCALE: NONE PROJECT Q NUMBER 52967 SHEET NUMBER 1.05 A Q I 0 E_ N CV O CV s L O CJ 0 ll� CV N O CV L c� O L N 0 L N v L mCIO V J N^ u J U Q Q U 6) CAI Lf) O O G) Cv L DEG V. = 58.50' AT FLOWRIDER DGE, /� D AQ3.03 /RAMF S/LOPE/S, j T.O.W. SLOPES TOP OF RAMF BARRIER BY OTHERS. x —x —x —x —x —x -x —x —x -x —x x —x -x —x —x —x —x —x —x —x —x x —x —x —x —x —x —x —x —x —x —x -x —x -x —x —x -x —x —x —x —x -x —x -x —x —x —x —x —x —x —x —x -x x �i x i I �><< x x x— x— x— x— xl x— x— x— x— x x x I X x l X - BUILDING DE5IGNI SHALL VERIFY FOC SIZES ARE ADEQU FOR ALL SUPPORTING BUILDING LOADS PROPOSED MECHANICAL BUILDING t 10 I'll, ........... d f ty d, it F;ZA`k'MAKEF;Z NORTH employee -owned (608) 643 4100 www.ramaker.com 44DG AQUATIC DEVELOPMENT GROUP Certification * Seal: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engmeer under the Taws of the State of Massachusetts. ®� DAMES R. ,.. g SKOwf2ONSICI w CIVIL No. 47833 S�QNAL l 6 -a 3/ 1 6/2022 gistere Gil ngmeer Signature: Date: A3 1 3/ 1 6/22 DON REVISION DON REVISION MARK DATE DESCRIPTION ,a DATE 01/25/2022 ISSUER PHASE: 5TATE 5U5MITTAL PROJECT" TITLE: CAPE COD y N FLATABLE PARK PROJECT OWNER: CAPE COD INFLATABLE PARK PROJECT LOCATION: WEST YARMOUTH, MA55ACH U5ETT5 SHEET TITLE: NOTES: I . CONSTRUCTION JOINTS AND EXPANSION JOINTS SHALL BE INSTALLED ON THE pp fLOWRI DIfK BASIN FLOOR $ WALLS AND FIELD LOCATED 5Y CONTRACTOR AS REQUIRED. PLAN VIEW SEE DETAIL 4 AND 5 ON SHEET AQ20.00, 2. POOL CONTRACTOR SHALL VERIFY LOCATIONS OF ANY THEMING FEATURES 0 2' 4' 8' WITH THEMING CONTRACTOR. I I" x 1 7" - 1151, = 1' 22" x 34" - 114" = 11 NUMBER 52087 NUMBER AQ3.00 .RN Ln CV CV O CV 6� L SL O V V ' 5 l 1. L O co n N �Ln V Q Q a Q U c N Ln O O N L.n E d C2 0 VOL AQ2 G" OF 0 UNUtK t'UUL ANU AKUUNU POOL SHELL. 5I1ALL I-IAVC A MIN. C5CAKINb STRENGTH OF 3,000 PSF 53'-0" 1 '-0" 8u 8'-0" (RAMP) 38'-0" (RAMP) w Will G'-4"OL _ TOW T �fiOW= 105.92' 2 G _ I ' i TANK WALL' i il G B (BEYOND) C ITOR=11 tOW- AQ3.03 AQ3.03 T" 02.92' Gil; I I AQ3D03 TO = 100.25 5'-2" 9 I I , ' TOW=99, 25' 10'-8 " TOD=98.50' r I GRADE ( 'SWL-97.75' it It --- - -- 10'-2" I 2 i Q20.0 I , 5'-01' TANK (BEYOND) I I � _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I — — — — — I, ' FF—_ L ' 92.75' -------------_-� FLOWRIDER 5ECTION B SCALE: 1/4" = 1'-0" (22" X 377 8" G 38'-0" (RAMP) AQ3,02 10'-1 3/4" (WALL) 35'-10 (WALL) TOW STOW=103.42' — --� ------- TOR= 102.92' Gil — — _ Gil T.O.W. = 99.25' — — — ; : ' 101 GRADE T.O.D. = 98.5 I SWL=97.7 10'-2' 31-411 I 2 --- Q20.0 ------ G" Of 95% COMPACTED SAND i 5'-O" OR CRUSHED AGGREGATE — ' ---------------------------------------------- UNDER POOL AND AROUND POOL SHELL. '.< ': I FF=92.75' FLOWRIDER SECTION SUB-501L UNDER POOL AND C AROUND POOL SHELL SCALE: 114" = I'-0" (22" X 34") SHALL HAVE A MIN. BEARING STRENGTH OF 3,000 PSF _--- I M F AQ3,02 1 TOW=99.25' ' II TOD=98.50' I i OL I 92.75' ,F a:. .'k `�----I 3 ��------� Q20.0 G'-0" 2 5'-0" NK WALL `_YO N D) 5 3'-0" I '-G" 1 5'-0" OPERATOR PANEL I Q20.0 S L i " SKIMMER SUCTION 5 -0 FILTER RETURN HEADER '4. FLOWRIDER 5ECTION D SCALE: 114" = P-0" (22" X 34") 5'-0" � � I '-O° TOW= 1 05.92' ' I 3'-0" i TOR= 102.92' i � E i ' AQ3,02 5'-2" i 13'-2" GRADE �j ' SWL=9-7.75IRV i ( 5'-0" i FILTER RETURN NOZZLE , ' FF=92.75' '•:4:i" r.1 �'�+:..� .,•„,,i�: G11 OF 95% COMPACTED SF r _ CRUSHED AGGREGATE UND AND AROUND POOL SHELL. 4 SUB -SOIL UNDER POOL ANI Q20.0 POOL SHELL SHALL HAVE A BEARING STRENGTH OF 3,C 2"� ? COVER e . #4 BAR @ 1 2" O.C. EF #4 BAR @ 1 2" O.C. EF — #4 BENT CORNER BAR @ 1 2" 9 G4 EPDXY BASED FINISH TYPICAL - ALL INTERIOR SURFACES TO 0--0" ABOVE FINISHED FLOOR 5'-0" G4 #4 BENT CORNER BAR @ 1 2" O.C. VOLCLAY WATERSTOP —� #4 @ 1 2" OCEW--,I,, 1 '-0" bit 2" COVER 8'-2" 3" COVER 4'-0" FLOWRIDER SECTION E SCALE: 112" = 1'-O" (22" X 34") TOW I '-O" 4--- EPDXY BASED FINISH TYPICAL 9° TOD < : ALL INTERIOR SURFACES TO G'-0"ABOVE FINISHED FLOOR SWL BACKFILL 2" COVER MATERIAL #4 BAR @ 1 2' O.C. EF BEHIND WALL f 5,_0" 2" COVER #4 BENT CORNER BAR 33L @ 1 2" O.C. 54 VOLCLAY WATEKSTOF 4" �° d #4 @ 1 2" OCEW OL FF COVER 511 I '-O" d 1 '-4" 4'-0" FLOWRI DER SECTION F SCALE: 112" = P-0" (22 X 34") ACCESS HATCH, SEE CONCRETE CAP, FIN15H TO DETAIL E ON AQ3.03 MATCH RAMP COLOR AND CONCRETE RAMP TEXTURE #4 @G" TtB E.W. �, G 8 4" G" :b #4 @ 1 2' O.C. ° (2) #4 #3 STIRRUPS @ 1 2" O.C. 2" COVER #4 BAR @ , 1 2" O.C. EF 4'-2" RETRACTABLE LADDER REFER TO #4 BAR @ 12" GRADE O.C. EF DETAIL F ON SHEET ' IRV AQ3.03 EPDXY BASED FINISH TYPICAL #4 BAR @ 1 2" O.C. ALL INTERIOR SURFACES TO ` ° #4 BENT CORNER BAR 0-0" ABOVE FINISHED FLOOR G4� @ 1 2" O.C. VOLCLAY WATEKSTOP, #4 BENT CORNER BAR BACKFILL 5'-0" (TYP.) I @ 1 2" O.G. MATERIAL o 48L BEHIND WALL 484 BENT CORNER BAR o @ E2' O.C. e 4„ 411 FF -Oil°a e d ° 3 #4 12 O.C.B.W. 11-011 COVER 51 -011 1'-0" FLOWRIDER SECTION SCALE: 3/8" = P-O" (22" X 34") G R,o L""Vm" A K E R employee -owned 608l 643-4100 www.ramaker.com ... A4DG AQUATIC DEVELOPMENT GROUP I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engmeer under the laws of the State of Massachusetts. � JAMES R. SKOWRONSKI "n+, CD 4 CIVIL No. 47833 �S7QNAL 3 1 G 2022 R gietered it Engmeer Signature: Date: MARK I DATE I DESCRIPTION DATE 01 /25/2022 155UED: ISSUE STATE 5U5MITTAL PHASE: PROJECT TITLE: CAPE COD IN ELATA15LE PARK. PROJECT OWNER; CAPE COD IN FLATA13LE PARK PROJECT LOCATION: WE5T YARMOUTH, MA55ACM U5ETT5 SHEET TITLE: FLOW RIDER SECTION VIEWS SCALE: A5 NOTED PROJECT MBER 5 2 e6 / SHEET NUMAQ 3 . O 2 BER C\1 N d CV 0 QD O E I C\I N O <9 ca O L. Sl _O C\\6 N z a_ 75 qi c6 4) N V1 O 4� U v 0 N In U Q Q U CV Ln O O CV ILn 5'-4" 811 I '-O" 30'-0" 5'-411 8 I '-0" ° OL TOW TOW TOP Of RAMP 6> - PUMP CABLE BARRIERS BY TOW a - PENETRATIONS, TOW OTHERS TOR 2'-0" 2@211 TOR a. TOP OF RAMP BARRIERS BY OTHERS 6-0" — Q20.0 �' n I '-G" GRADE N I 3'-0" TOD ra. 4 111 BUILDING DESIGNER SHALL VERIFY FOOTING l SIZES ARE ADEQUATE INV E. FOR ALL SUPPORTING 4 BUILDING LOADS 020.0 s { G" OF 55% COMPACTED SAND OR CRUSHED VOLCLAY WATERSTOP PER FILTER RETURN ; AGGREGATE UNDER POOL AND AROUND POOL DETAIL G ON SHEET �- _ �..' S SHELL. AQ20.00 IF FLOOR * WALL FLOWRI DER SECTION A Q20.0 ARE SEPARATE POURS SCALE: I/4" = I'-O" (22" X 34") SUB -SOIL UNDER POOL AND AROUND POOL SHELL SHALL HAVE AMIN. BEARING STRENGTH OF 3,000 PSF �— -- 5'-4" 30'-0" I to 5'-4" ----� m 8" TOP OF OF RAMP BARRIER BY OTHERS TOW TOP OF RAMP BARRIERS BY OTHERS GRADE AL TODITOD i 5r 01 G" OF 95% COMPACTED SAND VOLCLAY WATER5TOP PER DETAIL G ON OR CRUSHED AGGREGATE FF SHEET AQ20.00 IF FLOOR * WALL ARE UNDER POOL AND AROUND ,.. P , SEPARATE POURS POOL SHELL. SUB -SOIL UNDER POOL AND AROUND POOL SHELL SHALL HAVE A MIN, BEARING STRENGTH OF 3,000 PSF P a FLOWRIDER SECTION SCALE: 114" = P-0" (22" X 34") B 3 Q20.0 8„ 5'-4" 1 '-0"11 - 30'0" " 5'-4— � TOW TOW ,. . TOW TOROLTOR TOP OF RAMP BARRIER BY OTHERS _ ...,..._ 8" TOP OF RAMP I BARRIER BY OTHERS $ GRADE Y . TOD e8 j0' WL 5'-O" G" OF 95% COMPACTED SAND FP ---- OR CRUSHED AGGREGATE 777'<t ti. UNDER POOL AND AROUND POOL SHELL. VOLCLAY WATERSTOP PER SUB -SOIL UNDER POOL AND DETAIL G ON SHEET 1------�1 AROUND POOL SHELL AQ20.00 IF FLOOR * WALL FLOWRIDER SECTION Q20.0 SHALL HAVE A MIN. BEARING ARE SEPARATE POURS SCALE: 114" = I'-O" (22" X 34") 0 STRENGTH OF 3,000 PSF LOCKING ACCESS HATCH, SEE DETAIL F ON AQ3.03 EPDXY BASED FINISH TYPICAL ALL INTERIOR SURFACES TO 0-0" ABOVE FINISHED FLOOR 8 411 REAR RECOVERY (3) #4 T$B GRATING c Gil d 9 #3 (4) #5 1'-0" STIRRUPS (3) #4 TSB @ 1 2" O.C. 1'-5" 2'-G" 1'-5" 5'-4" ° 18 #4 @ 1 2" O.C. 36[— FLOWRIDER SECTION E SCALE: 112" = P-0" (22" X 34") 5'-4" STOW �#a BAR @ ro° o:c. 2" COVER . J,A TOR • .. i 'd #4 BAR @ 1 2" O.C, EF #4 BAR @ 1 2" O.C. ° #4 BENT CORNER BAR @ SAME AS VERTICAL BARS G4 G4 > MAX. TO EPDXY BASED FINISH 5'-9" MIN. TYPICAL ALL INTERIOR SURFACES TO G'-O" '. ABOVE FINISHED FLOOR SWL 10'-2" MAX. TO 5-9" MIN. G4 #4 BENT CORNER BAR @ 1 2" O.C. 48 cv VOLCLAY WATERSTOP #4 @ 1 2" O.C. EW RAMP STEEL #4 @ 1 2" O.C. CENTER IN CONC 8 4 ° 1 O ° BACKFILL THIS REGION #4@6" O.C. PROOF ROLLED AND 3„ COMPACTED ON -SITE #4 @ 1 2" O.C. COVER MATERIAL 4'-O" 1 '-4" 1 -0" BOND PER CODE E'l �Gl1 e►-ew� FLOWRIDER SECTION D SCALE: 1/2" = 1'-O" (22" X 34") IN FINISH TO BE SMOOTH PAINTED WHITE BY OTHERS CENTER IN (-r,"'(- 3'-4" TOF Certification * Seal: IRV I hereby certify that this plan, specification, or report was prepared 8" by me or under my direct 5uperw510n and that I am a duly Licensed Professional Enymeer under the laws of the 5tate of Massachusetts.. �— WAWFTG BENT BARS: #4 # 1 2" O.C. CENTER IN CONC. 3G 18 y— FOOTING STEEL #4 @ 1 2" O.C. B.W. CENTER IN CONC. 3/ 1 6/2022 R gistered Gil Engmeer 5iynature: Date: 5/5 REMOVABLE HATCH HANDLES 30"X30" 5/5 ACCESS HATCH PAN BY POOL CONTRACTOR, FILL WITH CONCRETE TO MATCH DECK AFTER INSTALLATION 77 °a d CAP DEPTH v a 5/5 CAST -IN -PLACE ACCE55 HATCH BOND PER CODE FRAME TANK WALL OUTLINE OF ACCESS HATCH ABOVE • De Gil • C 1'-5 1/8" D 1 '-8 7/6" CLEAR TANK D D° D BOND PER CODE SECTION A FLOWRIDER HATCH COVE F SCALE: 314" = P-0" (22" X 34") MARK I DATE I DESCRIPTION DATE 01/25/2022 ISSUED: ISSUE STATE SUBMITTAL PHASE: PROJECT TITLE: CAFE COD I N ELATABLE PARK PROJECT OWNER: CAPE CO INFLATABLE PARK PROJECT LOCATION: WEST YARMOUTIt MA�SACH U5ETT5 SHEET TITLE: FLOWRI DER SECTION VIEWS SCALE: AS NOTED PROJECT 5 2987 NUMBER n NSET UM EB ACQ 3.O N -K5 � z s � o LL_I <C SZ c_> U.-1 v v a� o \Z Q m CV CV Q 0 0 E N CV O cv L c� 0 CP v 0 m 51 75 U L U -u c� U s V' n N Ln U Q C3 Q h co CV Ln O O 6� CV LLn (D4" INLET SUPPLY RECIRC. PUMP POWER TO RECIRC. PUMP VOLTAGE/PHASE POWER TO FILTER 120V SUPPLY CONTROLLER I 1 20V SUPPLY CHEMICAL FEED CONTROLLER, ELECTRICALLY COMPACT CONTACTOR WITH 2OAMP N.O. INTERLOCKED WITH RECIRCULATION PUMP CONTACT * CORROSION -RESISTANT ;; CONTROL WIRING, TYPICAL HOUSING BY ELECTRICAL CONTRACTOR. i AL50 SEE NOTES ON SHEET AQ 10.01 AN; ORP PROBES AND FLOW SWITCH DEDICATED COMBINATION GFCI OUTLET O "' ..' "" "' '•"' $ SWITCH (OR EQUAL) TO SERVE AS ......... ........... .... .... ....... I CHEMICAL CONTROLLER DISCONNECT CHEMICAL FEED PUMP I" 0 1. D, PVC, O TYPICAL LIQUID CHLORINE CHEMICAL TANK OO SAMPLE PORT CO2 CYLINDERS I , REGULATORS : O : 5WITCHOVER I ; MODULE jI ; CONTROLLER METER * PRESSURE REGULATOR I 50LFNOID VALVE 3/T I 1. D S . CHECK VALVE FOLYTUBE TO EJECTOR I RECIRC. LINE, 4„ I F TYPICAL I I/2" O I.D. POLYTU BE, MANUFACTURER TYPICAL I SPECIFIED LENGTH I OF STRAIGHT PIPE I A C� FLOW�R>A) EQUIPMENT ROOM ELOWRIDER EQUIPMENT LI5T: 2"1 4" SOLENOID VALVE 1 20V WATER LEVEL CONTROLLER SEE DETAIL G ON AQ20.06 .SUPPLY O CONDUIT PROTECTED WATER S SOURCE BY PLUMBING CONTRACTOR MUST BE PLUMBED INDEPENDENTLY TO WASTE THRU AIR GAP AUTOFILL CONNECTION SEE BACKWASH DRAIN LINE DETAIL G ON SHEET AQ20.06 VACUUM DRAIN LINE 4" TO 5ANTIARY SUMP PIT TO SANITARY SUMP PIT i— SEE MEP INDICATES FLANGE / UNION 3/4" PLANS CONNECTION, TYPICAL PRECOAT VENT LINE f►TO SANITARY SUMP PIT I 4 PRECOAT TEE ► 4� �`— NORMALLY OPEN AIR OPERATED I12" AIR COMPRESSOR, EFFLUENT VALVE, INSTALL AS PROVIDED BY OB 211 CLOSE AS POSSIBLE TO PKECOAT -xX.Xx FILTER MANUF. TEE, PROVIDED BY FILTER MANUF. WATER SEPARATOR, SIGHT GLASS, FILTER, * REGULATOR PROVIDED BY SEE FILTER MANUFACTURER'S FILTER MANUF. INSTALLATION INSTRUCTIONS NORMALLY CLOSED AIR 4" FILTER FOR ADDITIONAL INFORMATION OPERATED PRECOAT VALVE, CONTROLLER PROVIDED BY FILTER MANUF. O PROVIDED BY FILTER O NORMALLY OPEN VALVE, MANUF. PROVIDED BY FILTER MANUF. 4�� 4" 2" HAIR * LINT t� TRAP, TYP. Gil Gil 411 02)7vF 7 q o I PRECOAT TEE FITTING ( 3/4" O 1. D. SEE ELECT. PLANS L------------- TO PUMP, PROVIDED A 1 POLYrUBE TO BY FILTER MANUF. I RECIRC. LINE, DRAIN VALVE ( TYPICAL FLOWRIDER PIPING 5CI1EMATIC MARK ITEM QUANTITY SIZE MODEL NOTES PENTAIR, EQKT 500 480V, 3PH DESIGN: 210 GPM / 70 FTTDH A RECIRCULATION PUMP 1 5 HP PROVIDE FLANGE ASSEMBLY KIT PEAK: 410 GPM / 3 FTTDH RECIRCULATION PUMP Al H & L STRAINER --- --- INTEGRAL TO PUMP PROVIDE TWO STRAINER BASKETS RECIRCULATION PUMP SIZED AND PROVIDED BY A2 VFD 1 --- ELECTRI CAL CONTRACTOR SEE SHEET AQ10.00 FOR ADD`L NOTES NEPTUNE BENSON ASSERO, SP- 362 GALLON BACKWASH TO REGENERATIVE 29-36-300 GROUND SURFACE THRU HOLDI NG TANK MEDIA FILTER 1 175 S.F. 1.20 GPM/SF AND 6 INCH AIR GAP B AIR COMPRESSOR 1 --- REFER TO FILTER MANUF. FOR SIZING SHARED WITH ALL IN NORTH EQUIP ROOM C INLETS 8 1 INCH OPEN ENDED PIPE 10.7 FPS 26 GPM EACH SKIMMERS 4 --- STA-RITE U3 SWIMQUIP 08650-1404 53 GPM EACH 8.74 INCH WEIR D EQUALIZER COVERS 4 3" HEADER JOHNSON HYDROTECH --- --- --- --- --- --- --- SEE PLANS RECIRCULATION LOCATED IN CASSONS, E BLIND SUMP 2 --- NOT ACCESSIBLE TO PATRONS --- --- --- --- --- --- --- PROVIDE VFD CONTROL F CHEMICAL CONTROLLER 1 --- BECSYS5 110V INTERLOCK WITH RECIRCULATION PUMP 1200-GALLON STORAGE DRUM, PROVIDE CHEMICAL LIQUID SODIUM HYPOCHLORITE SECONDARY CONTAINMENT, SHARED WITH G DISINFECTION 1 50 GPD STENNER, 45M5 ALL VESSELS IN NORTH EQUIP ROOM CO2 CYLINDERS PROVIDED BY OWNER CO2 SYSTEM SIZE & ACCESSORIES PER MANUFACTURER H pH ADJUSTMENT 1 --- BECSYS CO2 FEED SYSTEM OPERATED THRU CHEMICAL CONTROLLER ADG, WM04288 110V POTABLE WATER SUPPLY: 1 I NCH J AUTOFILL l --- SENSORS LOCATED: STANDPIPE RPZVALVE REQUIRED 1 INCH T RECIRCULATION FLOWMETER 1 4 INCH SIGNET, 3-2551-PO-12 BLIND 24 VDC PROVIDE #7310-1024 120V TRANSFORMER COMBINATION VACUUM/ 4 INCH WHITCEN PRODUCTS INSTALL ONE IMMEDIATELY UPSTREAM & PRESSURE GAUGE l / PUMP DIAL 11553 PRESSURE:/COMPOUND GAUGE DOWNSTREAM OF EACH PUMP WHERE <_ 2 INCH HARVARD BALL VALVE OR EQUAL PVC TRUE UNION > 2 INCH BRAY BUTTERFLY VALVE OR EQUAL CAST IRON WAFER TYPE W/ EPDXY COAT ® VALVE NOTED WHERE < 3 INCH HARVARD OR EQUAL BRASS FLAPPER > 3 INCH METRAFLEX CVXXK OR EQUAL CAST IRON WITH EPDXY COATED BODY CHECK VALVE NOTED WHERE PI PE NOTED --- ASTM D 1785 SCHEDULE 40 PVC --- --- --- --- --- --- --- PROVIDED BY OWNER SHARED WITH ALL VESSELS DPD TEST KIT FOR CHL, INCLUDING, CHEMICAL TEST KIT 1 --- IN NORTH EQUIPMENT ROOM pH, ALKALINITY, CYANURIC ACID INDCLUDES, BUT NOT LIMITED TO SUBMERSABLE FEATURE PUMP FLOWRIDER FEATURE ADG FLOWPiDER SYSTEM CONTROL PANEL EQUIPMENT --- --- SEE FEATURE SUPPLIER PLANS WIRING FLOWRI DER DATA: ( O 1 4" SKIMMER SUCTION 0 MAIN DRAT N 4" MAIN DRAIN SUCTION O MAIN DRAIN Q EQUIPMENT ROOM i ELOWRIDEI' AREA BASIN CONSTRUCTION CIP CONCRETE AREA 1560 SF RECIRCULATION RATE BASIN FINISH PAINT BASIN PERIMETER 162 LF STATE REQUIRED: 122 GPM AT 480 MIN ACTUAL DESIGN: 210 GPM AT 278 MIN VAULT WATER DEPTH 5'-0" VOLUME 58344 GAL VAULT WATER DEPTH 5'-0" CAPACITY MAX. 2 BATHERS RECIRCULATION PUMP 'A' CURVE: 'D' v 0 i U.S.IGattons per Minute 03 3/ 1 G122 DOH REVISION MARK DATE DESCRIPTION DATE 01 /25/2022 155UED: 155UE STATE 5U15MITTAL PHASE: PROJECT TITLE: CAPE COD N f LATAE3 LE PARK PROJECT OWNER: CAPE COD INFLATABLE PARK PROJECT LOCATION: WEST YARMOUTH, MASSACH USETTS SHEET TITLE: FLOWRI DER PIPING SCHEMATIC AND EQUIPMENT LIST SCALE: NONE PROJECT 5 2987 NUMBER NUMBER AQ 3.04 N 0 0 WAVE POOL I Ii r r: ✓ > , l CAISSON CAISSON /Effi, CAISSON CAISSON CAISSON ' � r r° , f d CA155ON r EQUIPMENT ROOM (� x ABOVE CAISSONS o \ V. j - F.F. ELEV. = 99'-9" ;; /% � - x -x -x -x -x -x L x if X _ 51 r° t` �f err / r f > r� f r On// 0 BELOW GRADE PIPING TO BALANCE TANK WAVE POOL WAVE GENERATION EQUIPMENT, INTERIOR AND EXTERIOR EQUIPMENT ROOM SEE MANUFACTUERS PLANS. FLOOR MUST BE SLIP RESISTANT AND THE BALANCE TANK ENTIRE FLOOR AREA MUST BE SLOPED TO r_ FLOOR DRAIN BY PLUMBING FLOOR DRAINS OR GRADE. SEE FILTER DRAIN HUB W/6 AIR GAP BELOW ` l 71 CONTRACTOR. SEE PLUMBING PLANS ARCHITECTURAL AND PLUMBING PLANS. FILTER TANK. TO BE SIZED FOR 300 GPM. J i 3 HOSE BIB BY PLUM I CONTRACTOR. EQUIPMENT ROOM SHIPS LADDER, SEE Q20.08 \ / B NG RACTOR. (INTERIOR) F.F. AUTOPILL CONTROLLER SEE PLUMBING PLANS. ARCHITECTURAL PLANS ELEV.= 97'-0" " Pw 850 GALLON CHLORINE TANK SECONDARY CONTAINMENT, COORDINATE LOCATION WITH _ rAVE POOL AIR '- AUTOFILL RPZ BY ARCHITECT. SIZE SECONDARY CONTAINMENT PER OMPRESSOR PLUMBING MANUFACTURERS RECOMMENDATIONS AT As< :.0: ° ° ° °° I I f � I ( CONTRACTOR, SEE MINIMUM OF 1 94% CONTAINMENT VOLUME. ( PLUMBING PLANS. ' ° • I I FIELD VERIFY FINAL I EYEWASH STATION %' — J LOCATION WITH POOL I' �, �' .O. � � CONTRACTOR. BY PLUMBING � �— _— __1� i t` CONTRACTOR, SEE-. / PLUMBPUMP VFDING PLANS. `p` PUMP PIT' ELECTRICAL D15CONNECT BY ' ROOM_ i ELECTRICAL F.F. ELEV.= 88'-G" ?� WAVE POOL CONTRACTOR, /1 / CHEMICAL SEE ELECTRICAL % 0 CONTROLLER Z FILTER i PLANS. TYPICAL. CO2 FEEDER O EQUIPMENT ROOM CHEMICAL PUMPS / . CO2 CYLINDERS -,--OO (EXTERIOR) F.F. WAVE POOL - ELEV.= 97'-0" I RECIRC PUMP WAVE POOL ® , OFEATURE PUMP 2 REGEN FILTER DRAIN TANK, Q20.OB SEE PLUMBING PLANS FOR DESIGN * LOCATION. PUMP PIT BARRIER RAIL, SEE ARCHITECTURAL PLANS SUMP PIT AND PUMP BY PLUMBING CONTRACTOR. FIELD COORDINATE FINAL LOCATION. REGEN FILTER DRAIN TANK DISCHARGE HUB BY PLUMBING CONTRACTOR. SEE PLUMBING PLANS FOR DESIGN * LOCATION. GENERAL NOTES: 1 POOL CONTRACTOR SHALL SET PUMPS. ELECTRICAL CONTRACTOR SHALL PROVIDE STARTERS, BREAKERS, DISCONNECTS, AND ELECTRICAL SERVICE TO THE PUMPS. 2. POOL CONTRACTOR SHALL SET HEATER(5). PIPING TO AND FROM HEATERS SHALL BE SCHEDULE 80 CPVC PIPING. 3. EQUIPMENT AND PIPING SHOWN FOR 5CHEMATIC PURPOSES ONLY. POOL CONTRACTOR SHALL LOCATE EQUIPMENT AND PIPING IN FIELD. 4. ALL VALVES TO HEATERS AND HEATER BY-PASS SHALL BE GEAR OPERATED OR INFINITELY ADJUSTABLE, 5. POOL CONTRACTOR TO CONNECT AUTOMATIC WATER FILL SYSTEM AND FILL SPOUT COLD WATERLINES FROM WATER SOURCE IN EQUIPMENT ROOM. G. POOL CONTRACTOR SHALL PROVIDE CONCRETE HOUSE -KEEPING PADS UNDER PUMPS AND OTHER REQUIRED EQUIPMENT. 7. PROVIDE ELECTRICAL GROUNDING AND BONDING OF ALL REQUIRED ITEMS IN EQUIPMENT ROOM AND POOL ROOM INCLUDING ALL METALLIC ITEMS WITHIN 5' OFTHE POOL EDGE. WORK SHALL CONFORM TO APPLICABLE NEC, STATE, AND LOCAL CODES. ITEMS TO BE BONDED INCLUDE, BUT ARE NOT LIMITED TO: REINFORCING STEEL, HANDRAILS, LADDERS, UNDERWATER LIGHTS, ADA LIFTS, ALL METAL PARTS OF THE POOL STRUCTURE, DRAINS, CONDUIT * PIPING, WATER FEATURE, RAIL ANCHORS, PUMPS, AND POOL EQUIPMENT. SEE DETAIL I ON AQ20.09. MECHANICAL CONTRACTOR NOTES: MECHANICAL CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING. MECHANICAL DESIGN BY OTHERS. 1. PROVIDE EQUIPMENT ROOM, CHEMICAL STORAGE AREA, AND RESTROOM VENTILATION. ALL VENTILATION TO BE DESIGNED PER APPLICABLE CODE(S). ELECTRICAL CONTRACTOR NOTES: ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING. ELECTRICAL DESIGN BY OTHERS. 1. FURNISH AND INSTALL GFCI PROTECTED JUNCTION BOXES, CONDUITS AND SWITCHES FOR UNDERWATER POOL LIGHTING. LIGHT FIXTURES AND NICHES TO BE FURNISHED BY POOL CONTRACTOR. WATER -TIGHT CONDUIT TO TERMINATE ABOVE WATER LEVEL. 2. ELECTRICAL WIRING TO SOLENOID VALVES, POOL WATER SENSORS, AND POOL FILLS. POOL CONTRACTOR TO SUPPLY SOLENOID VALVES FOR POOL FILLS 3. FURNISH AND INSTALL EMERGENCY SHUT OFF SWITCH FOR THE FEATURE PUMP AND WAVE POOL FEATURE. SHUT OFF SWITCH SHALL HAVE A PLASTIC COVER. EMERGENCY SWITCH TO SHUT OFF ALL FEATURE PUMPS. 4. ELECTRICAL WIRING TO PUMPS, STARTERS, DISCONNECTS, BREAKERS, VFD'S, CONDUIT AND WIRING. ALSO PROVIDE ELECTRICAL SERVICE TO THE FLOWMETER(S). 5. LIGHTING 15 REQUIRED IN THE EQUIPMENT ROOM AND RE5TROOMS. G. ELECTRICAL WIRING TO CHEMICAL CONTROLLERS THRU SEPARATE DISCONNECT, CONTROLLERS TO BE INTERLOCKED WITH POOL RECIRCULATION PUMPS AND SHUT DOWN WHEN NO FLOW CONDITION EXIST. 7. PROVIDE POOL AREA LIGHTING SO THAT EVERY PART OF THE POOL CAN BE CLEARLY SEEN PER MASSACHU5ETTS POOL CODE. CONTROLS MUST BE INACCESSIBLE TO THE PUBLIC, 8. PROVIDE GFCI PROTECTED RECEPTACLES IN THE EQUIPMENT ROOM. 9. ALL POOL EQUIPMENT SHALL HAVE GFCI PROTECTION. 10. REFER TO FEATURE SUPPLIER PLANS AND SUBMITTALS FOR ELECTRICAL SERVICE FOR OPERATION OF WAVE GENERATION EQUIPMENT AND WATER FEATURE(S). PLUMBING CONTRACTOR NOTES: PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING, PLUMBING DE51GN BY OTHERS, POOL AREA: 1. HOSE BI135 - PROVIDE HOSE 13IB5 IN THE POOL AREA TO CONVENIENTLY SERVE THE POOL AREA WITH A MAXIMUM 100' HOSE. 2. DRINKING FOUNTAIN - PROVIDE AT LEAST ONE DRINKING FOUNTAIN IN THE POOL VICINITY. EQUIPMENT ROOM: 1. PROVIDE A HOSE BIB. 2. PROVIDE FLOOR DRAINS AND SUMP WITH PUMP AS NECESSARY. PUMP TO DISCHARGE THROUGH AN AIR GAP. 3. PROVIDE BACKWASH HUB IN COMPLIANCE OF PLUMBING CODE(S), BOARD OF HEALTH; AND DEPARTMENT OF ENVIRONMENTAL PROTECTION REGULATIONS. 4. POOL FILL WATER - PROVIDE A PROTECTED WATER SUPPLY IN THE EQUIPMENT ROOM; SEE DETAIL G ON AQ20,08. 5. FURNISH AND INSTALL SUMP AND PUMP FOR REGENERATIVE MEDIA FILTER DRAINAGE, SEE DETAIL 2 ON AQ20.08 FOR AIR GAP REQUIREMENTS. BATHROOMS: 1 FLOOR DRAINS ARE REQUIRED. 2. PROVIDE HOSE BIBS IN THE BATHROOMS OR ENSURE THAT THE POOL AREA HOSE BIBS ARE LOCATED TO BE ABLE TO SERVE THE BATHROOMS WITH A MAXIMUM 100' HOSE. I hereby certify that this plan, specification, or reportwa5 prepared by me or under my direct 5upervi5ion and that I am a duly Licensed Profe55ional Engineer under the laws of the State of Massachusetts. 5Of N `r9 JAMES R. SKOWRONSKi �"md � CIVIL No. 47833 SI�NAI 3 1 6 2022 R gi5tered il Engmeer Signature: Date: PUMP PRESSURE / VACUUM GAUGE, TYPICAL FEATURE MANIFOLD REQUIRED ELECTRICAL 5ERVICE FOR POOL EQUIPMENT ROOM QTY. ITEM VOLT / PHA5E COMMENTS I CHEMICAL FEED CONTROLLER 1 10 / 1 ELEC. SERVICE INTERLOCKED WITH RECIRC. PUMP I CHEMICAL FEED PUMP 1 10 / 1 ELEC. SERVICE THRU CONTROLLER I CO2 CONTROLLER 110 / 1 ELEC. SERVICE THRU CHEMICAL CONTROLLER 2 WATER PUMPS 4GO / 3 RECIRCULATION # FEATURE PUMPS I AUTOFILL CONTROLLER 1 10 / 1 CONTROLS SOLENOID VALVE I FILTER CONTROLLER 1 1 0 / 1 REFER TO MANUFACTURER'S MANUAL I AIR COMPRESSOR (FILTER) 1 1 0 / 1 REFER TO MANUFACTURERS MANUAL 3 DIGITAL FLOWMETER5 1201 1 SEE EQUIPMENT LIST FOR ADDITIONAL NOTES 2 WAVE GENERATION FANS --- SEE FEATURE SUPPLIER PLANS I WAVE CONTROLLER 1 10 / 1 SEE FEATURE SUPPLIER PLANS I AIR COMPRESSOR (WAVES) --- SEE FEATURE SUPPLIER PLANS AI 1 2/ 16/22 DOH REV1510N MARK I DATE DESCRIPTION DATE 01 /25/2022 155UED: 15SUE STATE SUBMITTAL PHASE: PROJECT TITLE: CAPE COD N FLATAB LE PARK PROJECT OWNER: CAPE COD INFLATABLE PARK PROJECT LOCATION: WEST YARM O UTH , MA55ACN USETT5 SHEET TITLE: WAVE POOL EQUIPMENT ROOM AND MEP N OTE5 0 1'-3" 2'-0" 5` I I"x 17" - 3/1 G" = I' 22" x 34"- 3/5" =P NOTE: NUOMBER 5 2 ✓Q(5/ *** PUMPS SIZED 5.0 H.P. OR GREATER SHALL UTILIZE VARIABLE FREQUENCY DRIVES. SEE ELECTRICAL PLANS. *** SHEET NUMBER AQ 10.00 O � o C�2 z , m C o 4 <C W d 8 V d <d - - - - - - - - - - FLOWRIDER AUTOFILL CONTROLLER o E p CV N O d. d d d. N s m � 171 v PUMP VFD / DISCONNECT BY ELECTRICAL CONTRACTOR, SEE ELECTRICAL PLANS PUMP PRESSURE I VACUUM GAUGE, TYPICAL 1 i G Q20,0KX ELECTRICAL 00O ROOM OTYPICAL. I -' FLOWRIDER HOSE BID BY PLUMBING L -1 RECIRC PUMP CONTRACTOR. SEE FLOOR DRAIN BY PLUMBING PLUMBING PLANS. CONTRACTOR. SEE EYEWASH STATION BY PLUMBING PLUMBING PLANS. CONTRACTOR, SEE PLUMBING PLANS. UNI-STRUT FRAME WITH PLYWOOD X_ MOUNTING PANEL ANCHORED TO X -X -K:f_ '/ X [7 • 73 � 5 � Q20.Ot L tL co x N 0 N Ln u Q a i cc N Ln O N Ln CO2 CYLINDERS EQUIPMENT ROOM FLOOR AND CHEMICAL PUMPS, TYPICAL CEILING. FIELD VERIFY FINAL DIMENSIONS. EQUIPMENT ROOM FLOOR MUST BE SLIP RESISTANT AND THE ENTIRE FLOOR AREA OF6 _ - - MUST BE SLOPED TO FLOOR DRAINS. SEE ARCHITECTURAL AND PLUMBING PLANS. ACTIVITY O POOL UV CONTROL AUTOFILL RPZ(S) BY PLUMBING CONTRACTOR, PANEL I F_ SEE PLUMBING PLANS. FIELD VERIFY FINAL O_ - LOCATION(5) WITH POOL CONTRACTOR.. CO2 FEEDERS I I REGEN FILTER DRAIN TANK DISCHARGE HUB BY PLUMBING CONTRACTOR. SEE PLUMBING ° PLANS FOR DESIGN $ LOCATION. \ 1200 GALLON CHLORINE TANK ON SUMP PIT AND PUMP BY SECONDARY CONTAINMENT PAD, I ACTIVITY POOL I PLUMBING CONTRACTOR. FIELD COORDINATE LOCATION WITH ARCHITECT. UV UNIT I I COORDINATE FINAL LOCATION. SIZE SECONDARY CONTAINMENT PER L J MANUFACTURERS RECOMMENDATIONS AT A POOL FILTER AIR MINIMUM OF 1 37% CONTAINMENT VOLUME. COMPRESSOR CHEMICAL ' - CONTROLLERS .FILTER DRAIN HUB WIG" AIR GAP 'f �"- �� BELOW EACH FILTER TANK. TO BE FUTURE SLIDE SIZED FOR 300 GPM. - / COMPLEX FILTER TT 7T FLOWRIDER ACTIVITY j t I FILTER I I POOL FILTER BAR POOL \� � FILTER � EQUIPMENT ROOM I4 F.F. ELEV. = XX'-XX"° �1 / .0. / i ' BAR POOL AUTOFILL STANDPIPE $ CONTROLLER ACTIVITY POOL AUTOFILL STANDPIPE * CONTROLLER PUMP PRESSURE / VACUUM GAUGE, TYPICAL ACTIVITY POOL FEATURE PUMP FEATURE MANIFOLD FUTURE SLIDE AIR PUMP PIT BARRIER RAIL, COMPRESSOR SEE ARCHITECTURAL PLANS SHIPS LADDER, SEE ARCHITECTURAL PLANS BAR POOL RECIRC PUMP FUTURE SLIDE RECIRC PUMP ACTIVITY POOL RECIRC PUMP PUMP PIT F.F. ELEV. = XX'-XX" I I I I PUMP VFD / DISCONNECT BY ELECTRICAL CONTRACTOR, SEE ELECTRICAL PLANS. TYPICAL. FUTURE SLIDE PUMP 0 Effj 2 FUTURE SLIDE PUMP REGEN FILTER DRAIN TANK, SEE PLUMBING PLANS FOR DE51GN LOCATION. FUTURE SLIDE PUMP FUTURE SLIDE FUTURE SLIDE PUMP I PUMP �10 0 u FUTURE SLIDE PUMP CIE 0 - FUTURE SLIDE PUMP FUTURE SLIDE PUMP 0 O REQUIRED ELECTRICAL SERVICE FOR POOL EQUIPMENT ROOM QTY. ITEM VOLT / PHA5E COMMENTS 4 CHEMICAL FEED CONTROLLER 1 1 0 / 1 ELEC. SERVICE INTERLOCKED WITH RECIRC. PUMP q 4 CHEMICAL FEED PUMPS 1 10 / 1 ELEC. SERVICE THRU CONTROLLER t4 4 CO2 CONTROLLERS 1 10 / I ELEC, SERVICE THRU CHEMICAL CONTROLLER IL A IVA A I cdC,a 5 WATER PUMPS 4GO / 3 RECIRCULATION * FEATURE PUMPS employee-ownedNORTH n 4 AUTOFILL CONTROLLER5 1 1 0 / 1 CONTROLS SOLENOID VALVE (608) 643-4100 www.ramaker.com 4 FILTER CONTROLLERS 1 I O / 1 REFER TO MANUFACTURER'S MANUAL I AIR COMPRE55OR (FILTER) 1 1 0 / 1 REFER TO MANUFACTURER'S MANUAL a� I UV UNIT 208-240 / 1 FLOW SWITCH FUNCTION THRU CHEMICAL CONTROLLER 4 DIGITAL FLOWMETERS 1 20 / 1 SEE EQUIPMENT L15T FOR ADDITIONAL NOTES A I FLOWRIDER FEATURE --- SEE FEATURE SUPPLIER PLANSAIADG 9 FUTURE WATER PUMPS 4GO / 3 8 SLIDES AND I RECIRC. PUMP AQUATIC DEVELOPMENT GROUP o 9 FUTURE DIGITAL FLOWMETER5 1201 1 --- D 1 FUTURE AIR COMPRESSOR (SLIDE) --- --- NOTE: *" PUMPS SIZED 5.0 H.P. OR GREATER SHALL UTILIZE VARIABLE FREQUENCY DRIVES. SEE ELECTRICAL PLANS. **' X a� GENERAL NOTES: 1. POOL CONTRACTOR SHALL SET PUMPS. ELECTRICAL CONTRACTOR SHALL PROVIDE STARTERS, BREAKERS, DISCONNECTS, AND ELECTRICAL SERVICE TO THE PUMPS. 2. POOL CONTRACTOR SHALL SET HEATER(S). PIPING TO AND FROM HEATERS SHALL BE SCHEDULE 80 CPVC PIPING. 3. EQUIPMENT AND PIPING SHOWN FOR SCHEMATIC PURPOSES ONLY. POOL CONTRACTOR SHALL LOCATE EQUIPMENT AND PIPING IN FIELD. 4, ALL VALVES TO HEATERS AND HEATER BY-PASS SHALL BE GEAR OPERATED OR INFINITELY ADJUSTABLE. L Certon Seal: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed 5. POOL CONTRACTOR TO CONNECT AUTOMATIC WATER FILL SYSTEM AND FILL SPOUT COLD WATER LINES FROM WATER Professional engmeer under the laws of the state of Ma55achu5ett5. SOURCE IN EQUIPMENT ROOM. G. POOL CONTRACTOR SHALL PROVIDE CONCRETE HOUSE -KEEPING PADS UNDER PUMPS AND OTHER REQUIRED EQUIPMENT. OF 7. PROVIDE ELECTRICAL GROUNDING AND BONDING OF ALL REQUIRED ITEMS IN EQUIPMENT ROOM AND POOL ROOM INCLUDING ���'4t1 o JAMESR. s ALL METALLIC ITEMS WITHIN 5' OF THE POOL EDGE. WORK SHALL CONFORM TO APPLICABLE NEC, STATE, AND LOCAL CODES. SKOWRONSKi m i o ITEMS TO BE BONDED INCLUDE, BUT ARE NOT LIMITED TO: REINFORCING STEEL, HANDRAILS, LADDERS, UNDERWATER LIGHTS, CD CIVIL ADA LIFTS, ALL METAL PARTS OF THE POOL STRUCTURE, DRAINS, CONDUIT PIPING, WATER FEATURE, RAIL ANCHORS, PUMPS, No.47833 AND POOL EQUIPMENT. SEE DETAIL I ON AQ20.09, MECHANICAL CONTRACTOR NOTES:75 MECHANICAL CONTRACTOR 15 RESPONSIBLE FOR THE FOLLOWING. MECHANICAL DE51GN BY OTHERS. 1. PROVIDE EQUIPMENT ROOM, CHEMICAL STORAGE AREA, AND KE5TROOM VENTILATION. ALL VENTILATION TO BE DESIGNED 3 I G 2022 Civil ngmeer ignature: Da ,e gistered te: PER APPLICABLE CODE(5). ELECTRICAL CONTRACTOR NOTES: N U ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING. ELECTRICAL DE51GN BY OTHERS. o 1. FURNISH AND INSTALL GFCI PROTECTED JUNCTION BOXES, CONDUITS AND SWITCHES FOR UNDERWATER POOL LIGHTING. L LIGHT FIXTURES AND NICHES TO BE FURNISHED BY POOL CONTRACTOR. WATER -TIGHT CONDUIT TO TERMINATE ABOVE WATER LEVEL 4 2. ELECTRICAL WIRING TO SOLENOID VALVES, POOL WATER SENSORS, AND POOL FILLS. POOL CONTRACTOR TO SUPPLY SOLENOID VALVES FOR POOL FILLS 3. FURNISH AND INSTALL EMERGENCY SHUT OFF SWITCH FOR THE FEATURE PUMPS AND FLOWRIDER FEATURE. SHUT OFF i SWITCH SHALL HAVE A PLASTIC COVER, EMERGENCY SWITCH TO SHUT OFF ALL FEATURE PUMPS. 4. ELECTRICAL WIRING TO PUMPS, STARTERS, DISCONNECTS, BREAKERS, VFD'5, CONDUIT AND WIRING, ALSO PROVIDE ELECTRICAL 5ERVICE TO THE FLOWMETER(S). E i 0 5. LIGHTING 15 REQUIRED IN THE EQUIPMENT ROOM AND RESTROOM5. s G. ELECTRICAL WIRING TO CHEMICAL CONTROLLERS THRU SEPARATE DISCONNECT. CONTROLLERS TO BE INTERLOCKED WITH POOL RECIRCULATION PUMPS AND SHUT DOWN WHEN NO FLOW CONDITION EXIST. i I 0 I 7. PROVIDE POOL AREA LIGHTING 50 THAT EVERY PART OF THE POOL CAN BE CLEARLY SEEN PER MASSACHUSETTS POOL CODE. CONTROLS MUST BE INACCE55115LE TO THE PUBLIC. a� E 8. PROVIDE GFCI PROTECTED RECEPTACLES IN THE EQUIPMENT ROOM. o 9. ALL POOL EQUIPMENT SHALL HAVE GFCI PROTECTION. N 10. ELECTRICAL SERVICE TO UV UNIT(5). I I . REFER TO FEATURE SUPPLIER PLANS AND SUBMITTALS FOR ELECTRICAL SERVICE FOR OPERATION OF FLOWRIDER AND v 0 211 G/22 DOH REVISION WATER FEATURE(5). MARK DATE DESCRIPTION z PLUMBING CONTRACTOR NOTES: 01 /25/2022 IssuED: PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING. PLUMBING DESIGN BY OTHERS. STATE SUBMITTAL 2 Pool AREA: PHASE: PROJECT TITLE: 1. H05E BIBS - PROVIDE HOSE 5I155 IN THE POOL AREA TO CONVENIENTLY SERVE THE POOL AREA WITH A MAXIMUM 1 00' Q HOSE. CAFE COD 2. DRINKING FOUNTAIN - PROVIDE AT LEAST ONE DRINKING FOUNTAIN IN THE POOL VICINITY. 3. FURNISH AND INSTALL DECK DRAIN PIPING SUMP ALONG WITH PUMP. PUMP TO DISCHARGE TO SANITARY SEWER THROUGH I N fLATABLE AN AIR GAP. I ARK o EQUIPMENT ROOM: I � 1. PROVIDE A H05E BIB. E PROJECT OWNER: CAPE COD ° 2. PROVIDE FLOOR DRAINS. INFLATABLE PARK L 3. PROVIDE 5ACKWA5H HUB IN COMPLIANCE OF PLUMBING CODE(S), BOARD OF HEALTH, AND DEPARTMENT OF PROJECT LOCATION: L ENVIRONMENTAL PROTECTION REGULATIONS FOR DISCHARGE OF POOL WATER AND REGENERATIVE FILTER MEDIA. WEST YARMOUTN, 4. POOL FILL WATER - PROVIDE A PROTECTED WATER SUPPLY IN THE EQUIPMENT ROOM; SEE DETAIL 5 ON AQ20.08. MA55ACN U5ETT5 0 5. FURNISH AND INSTALL SUMP AND PUMP FOR REGENERATIVE MEDIA FILTER DRAINAGE, SEE DETAIL 2 ON AQ20.08 FOR AIR GAP REQUIREMENTS. SHEET TITLE: BATHROOMS: NORTHERN -3 1. FLOOR DRAINS ARE REQUIRED. EQUIPM ENT ROOM 0 U 2. PROVIDE H05E BI55 IN THE BATHROOMS OR ENSURE THAT THE POOL AREA HOSE 5155 ARE LOCATED TO BE ABLE TO SERVE AND MEP NOTES THE BATHROOMS WITH A MAXIMUM 100' HOSE. 0 1 '-3" 2'-0 5' C) 0 o � -N I I " x 17" - 3/1 G" = I' 2 2" x 34" - 3/8" = I ' U PROJECT 5 2987 NUMBER (� AQ 10.0 NUMBER El 0 73 N 4. R 75 Ji N c� O V N O N Lf� U Q c� 0 U N Ln O T) N Lfi ,a MINIMUM NOTES: 10" -LIGHT FIXTURES AND NICHES ° ° FURNISHED AND INSTALLED BY POOL NOTES: CONTRACTOR. - OPENINGS IN GRATES SHALL BE 1/2" OR LESS IN WIDTH OR DIAMETER 2'-0" ° p -POOL CONTRACTOR TO VERIFY R16 MAKE CORD LENGTH WITH ELECTRICIAN employee -owned -__,-- - GRATES SHALL NOT BE REMOVABLE EXCEPT 000©oo 000�oo BASED ON JUNCTION BOX LOCATION. (608) 643-4100 www.ramaker.com WITH TOOLS. 0000ao ELECTRICAL CONTRACTOR TO oo©o�© - SEE EQUIPMENT SCHEMATIC FOR PIPE o0000o MIN, MIN. FURNISH AND INSTALL JUNCTION 0�00� 70 DIAMETERS, 4�0000 BOXES, CONDUITS, WIRING AND oor�or�o SWITCHES FOR POOL LIGHTING. 2'-011 ° CARVED ROCK EXTERIOR, 2" MAXIMUM DEPTH 000000 oo©000 o�000 0000�� ° AIDG VARIES - CARVE TYP. 000000 oc�0000 ° 4 8" MIN o00000 COIL APPROX. 4' OF SLOPE DECK AWAY FROM o©000 a° CABLE AROUND FIXTURE AQUATIC DEVELOPMENT GROUP 1 °MIN. RADIUS POOL AT 1 /4" PER FOOT oa�a�o MIN. TO 1/2" PER FOOT PLAN VIEW ° °, 4 MAX. BY OTHERS 4" MIN. COVER AT °" ° a GRATE FRAME RELAMPING POSITION 1011 CARVES, 2" MIN. °a, a °. SEE DETAIL G ON SHEET SEE EQUIPMENT LIST I 3 COVER OTHER. ° AQ20.04 FOR REINFORCING MINIMUM PROVIDE SUFFICIENT CORD a°. AROUND LIGHT FIXTURES LENGTH FOR LIGHT REMOVAL SLIP RESISTANT EPDXY PAIN ON ° ° �° ' EXPANSION JOINT WITH—____1_ FLOOR, WALLS CARVED AND °� SEALANT BY OTHERS POOL FLOOR WATER DEPTH VARIES, TEXTURED WITH STAINED FINISH a . �N SEE POOL PLAN #4 @ 1 2" O.C. ° '°° ,,. I MIN. TO ° ° " "° VOLCLAY WATERSTOP PER DETAIL 4 ° o e ° MAX. RADIUS ° a ° G ON SHEET A020.00 IF FLOOR Q'- °, $: a ° WATER -TIGHT CONDUIT WATER °< a a WALL ARE SEPARATE POURS ° PER NEC AND LOCAL LEVEL Gil ° ° .° a ° .� CODE REQUIREMENTS. d G° I MUST TERMINATE G„ ° Q ° ° Cert�iiccabon Seal: `. e 2" MIN. PIPE SIZE HYDROSTATIC ABOVE WATER LEVEL, MIN. ° I I -Gby I hereby certify that this plan, specification, or report was prepared „ ^ ,4 / 2 MIN. COVER MIN undermydirect supervision and that I am a duly Licensed COVER, RELIEF VALVE MINIMUM tome io Professional En meet under the Taws of the State of Massachusetts. 3" MIN. YCOVER #4 BAR CONT. � P MINIMUM REBAK i / #5 @ 12" O.G. CLEARANCES / EACH WAY #4 BENT @ 1 2" O.C. o 0 o 21 3 -0 0 0 0°0 0°0 0°0 0L JAMES R. SKOWRONSKI --- POOL LIGHT - SEE ® EQUIPMENT LIST CIVILy SECTIONAL VIEW:1 Na SEE DETAIL G ON SHEET AQ20.04 FOR REINFORCING ° ,c 9aF 9FGISTER� �`4` 24" x 24" x 24" AROUND LIGHT FIXTURES —POOL LIGHT NICHE Sr�tVAL CLEAR STONE ENGINEERED ° ° FILTER FABRIC ELECTRICAL GROUND 3 1 G 2022 BONDED TO REBAR R gistered d ngmeer Signature: Date: ° ° ° ° Q FOR CONCRETE AND ACTIVITY POOL WALL DETAIL MAIN DRAIN 24"X24" DETAIL REBARSPEC'S SEE SCALE: I "_ I'=0" (22"X34") 1 SCALE: I "=1'=0" (22"X34") 2 POOL WALL DETAIL SECTIONAL VIEW POOL LIGHT INSTALLATION 3 SCALE: 1" = 1'-0" (24" X 3G") NOTE: I . MAXIMUM CONSTRUCTION JOINT SPACING SHALL NOTE: ( O" 17 MAXIMUM EXPANSION JOINT SPACING SHALL BE 120' OR A MAXIMUM RATIO OF 3: 1 (LENGTH TO BE 30'. POOL CONTRACTOR SHALL FIELD LOCATE 2" MIN. 2" MIN. BASED UPON CONSTRUCTION SEQUENCES. 101, WIDTH). POOL CONTRACTOR SHALL FIELD LOCATE BASED UPON CONSTRUCTION SEQUENCES. 2. ALL STEEL, WATERSTOP, DOWELS, AND JOINT 2" MIN. 2" MIN. 3/8" TO 1/2" PLASTER FINISH FILLER PROVIDED BY THE POOL CONTRACTOR. 2: .ALL STEEL, WATERSTOP, DOWELS, AND JOINT ° FILLER PROVIDED BY THE POOL CONTRACTOR. 2'-0" LONG #G DOWEL, 1 8" O.C. 3/8 TO 1/2 PLASTER FINISH , REFER TO WALL SECTIONS a 2'-0" LONG #G SMOOTH DOWEL, 1 8" O.C. STYROFOAM PLUG 1 -0 - G" WATERSTOP ° #G DOWEL BAR _ 2" X 2" TILE; EACH SIDE �. G' WATERSTOP . Q1\\ G ° 1 0" ° �\ WALL REINFORCING °. STEEL, SEE TILE GROUT LINE Ilk�� TILE LINE WITH I " CROSS I I-0 APPROPRIATE MARK DATE DESCRIPTION G„ LINKED POLYETHYLENE a STRUCTURAL FOR Q i EXPANSION JOINT FILLER ACTUAL STEEL DATE JAND POLYSULFIDE BASED WHITE EPDXY PAINT WITH SLIP SCHEDULE ISSUED: O 1 /25/2022 2" X 2" TILE, EACH SIDE ° �� a SEALANT A MINIMUM OF RESISTANT FLOOR ISSUE 1 /2" DEEP STATE SUBMITTAL ° PHASE: 2" DEEP SAWCUT ° _ ��\ VOLCLAY WATERSTOP PROJECT TITLE: OR COLD JOINT I " PVC SLEEVE I " ° R211 - CONT, FASTEN PER MANUFACTURER RECOMMENDATION, F CAPE COD °. MAINTAIN MIN. COVER POOL WALL - TOP VIEW PER MANUFACTURER. �+ ( fLATAB LE \ 3 LZ i V TILE LINE WITH I " CROSS LINKED PARK PARK POOL WALL -TOP VIEW �� POLYETHYLENE EXPANSION JOINT �\ FILLER AND POLYSULFIDE BASED � „ 3 �— D 3" MIN. TROWEL FINISH THIS PROJECT OWNER: SEALANT A MINIMUM OF 1/2" �� REFER TO REGION FOR VOLCLAY 2" X 2" TILE, EACH SIDE TILE GROUT LINE 2" X 2" TILE, EACH SIDE G„ DEEP WALL SECTIONS FLOOR POUR WATERSTOP CAPE COD G" � 2 DEEP SAWCUT OR COLD JOINT G WATERSTOP 2 MIN. G" WATERSTOP 2" MIN. � �� INSTALLATION. CENTER IN THIS REGION I N [=EATABLE PAI\K WHITE EPDXY PAINT WITH SLIP RESISTANT FLOOR 2-O LONG #G SMOOTH Gil WHITE EPDXY PAINT WITH SLIP RESISTANT FLOOR 2'-0" LONG #G DOWEL, G" LOCATION: DOWEL, 24" O.C. 24" O.C. ,P�R/OJECT {_{ V V EST I ARM O UTI I , ° 4 a d ° �„ Q 81 a ° ° ° y, 8, T MA55ACM USETT5 if SHEET TITLE: ° ° '-0" I 1-01 I' -G" 1'-G„ 2" MIN I '-O" -- �-- 1 '-0" 2" MIN. STAN DAIZD POOL DETAI L5 POOL FLOOR - SECTIONAL VIEW POOL FLOOR -SECTIONAL VIEW SCALE: CONCRETE CONSTRUCTION JOINT 4 SCALE:4 CONCRETE EXPANSION JOINT 5 WAL/FLOOR JOINT SECTION AS NOTED SCALE: I" = I'-0" (22"x34") SCALE: 3" = 1'-0" (22" X 34") PROJECT 52987 NUMBER AQ20.00 NUMBER Qi Q s m � w Q V w c.� a� o Q Q C6 E 0 CV CV 0 CV s s� 0 U 75 6 N C) 73 0 U to °o >L N Ln U Q c� Q Q U O N Lo t qo } r u k n '=k arm �a:�9� A.uM I O" I" MIN, RADIUS R/A"MAKER 1011 0" employee -owned I" MIN. RADIUS SLOPE DECK AWAY FROM (608) 643-4100 www.ramaker.com VARIES G" SLOPE DECK AWAY FROM 5•W•L• 4" 3" POOL AT 1 /4" PER FOOT MIN. TO 1/2" PER FOOT ° TO 3'-0" POOL AT 1/4" PER FOOT Gil a °a MAX. BY OTHERS VARIES MIN. TO I/2" PER FOOT , - MAX. BY OTHERS HANDHOLD TO 31-011 ° START AT 2'-O", SEE 1 1 0„ ° a 5/5 CONSTRUCTION DG DETAIL 5 ON SHEET a BLACK CHANNEL GRATING ° I " ETHAFOAM AQ20.0 1. °° ° AND CAULK HANDHOLD TO AQUATIC DEVELOPMENT GROUP S.W.L. a START AT 2'-0" ° a EXPANSION JOINT AND DEPTH, SEE DETAIL 5 G'-G" M SEALANT BY OTHERS ON SHEET AQ20.0 I ° . FRONT VIEW ° CARVED TEXTURE a CONCRETE WITH #5 @ 1 2" O.C. STAIN FINISH. a #4 @ 8" O.C. ELECTRICAL 5.W.L. 2" MAXIMUM CARVE VARIES 64 ° GROUND TO STEEL 5'-0" I TO 3" RADIUS TO ° 4 ° 0'-0" 4" COVER, a 5'-0" MAX ° TYP. WHITE EPDXY PAINT WITH SLIP SEALANT ° ° RESISTANT FLOOR 2'0" LONG 5/5 WALL SKIMMER #5 @ 1 2" O.C. EACH WAY, ° VOLCLAY WATERSTOP PER a CARVED TEXTURE °a CertrficatlonSeal: TYP FOR POOL FLOOR a DETAIL G ON SHEET CONCRETE WITH #5 @ 8" O.C. O, . ° 4 AQ20.00 IF FLOOR � WALL ARE SEPARA-I-E P0UR5 S.W.L• ,i STAIN FINISH, 2 _ MAXIMUM CARVE ° ° „ #q' @ 8 O.C. I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Massachusetts. G° 3" FITTING AND PIPE a ° a 2" MIN. ° a ° 2 MIN. a COVER 1 0 SEALANT ---'� ,• 4 COVER, COVER �, ° ° . a #5 @ 1 2" O.C. I TO 3 RADIUS a ° TYP. (H a a ° 3" THREADED CONNECTION EACH WAY, TYP .a VOLCLAY WATERSTOP PER o'��JAMESR. ° FOR POOL FLOOR WHITE EPDXY PAINT WITH SLIP DETAIL G ON SHEET SKOWRONSKI c " ° RESISTANT FLOOR AQ20.00 IF FLOOR * WALL ARE SEPARATE POURS ; CIVIL y No.47833 1'-0'1 3'-2" 4" -- ° o 3" MIN. SKIMMER LINE, a ° a 90 9F6IStE4� ��� �Fss�ANAL (4) - #4 COVER REFER TO PLAN FOR G" ° °.. ° o SIZE AND INVERT 1 1-3" ° ° ° a . ° ° ° Q 2" MIN. 1_011 SECTIONAL VIEW 2 MIN. a ° a ° � ° a. .COVER 1 COVER a ...4 . ° 4 ° ° 3 1 G 2022 R gistered G d Engineer Signature: Date: °` #4 @ 1 2" O.C. EW 3" COVER, TYP' 1 1_011 5'-811 4" SNORT WAVE POOL WALL SECTION (GI -Gil MAX) WAVE WALL GUTTER DETAIL I 2 " = I'-0" (22"x34") SCALE: I SCALE: 1 " = 1'-0" (22" x 34") TALL WAVE POOL WALL SECTION @ HIGH DECK 3 5CALE:3/4" = I'-0" (22"x34") D FLOAT LINE A55EM13LY RECREONIC5 # 14-438BW - 3/4" FLOATLINE (BLUE WHITE) Q RECREONICS # 1 4-38 1 .5 - FLOATS (5"X9" BLUE AND WHITE) RECREONICS # 14-457 - ROPE HOOKS RECREONICS # 1 4-505 - FLOAT LINE WALL ANCHORS (CIP) o D MARK DATE DESCRIPTION D � ° 11 7DATE 0I/25/2022 ELECTRICAL ISSUED: I5SUE STATE SUBMITTAL GROUND TO STEEL Q 2 1/2° PHASE: D HANDHOLD PROJECT TITLE: D ° D a I 112"r—\j CAPE C O D D THIS SPACE IS p p WALL ANCHOR G" GilF D INTENTIONALLY I N LATAB LE a p LEFT BLANK I IN S.W.L. PAP PROJECT OWNER: D CAPE COD D SAFETY FLOAT ° a ° IN FLATAP LE PARK D SAFETY LINE PROJECT LOCATION: D WEST YARMOUTH, e MASSACH USETTS SHEET TITLE: SECTIONAL VIEW STANDARD POOL DETAILS SECTIONAL VIEW SCALE: WAVE POOL CARVED HANDHOLD DETAIL AS NOTED ROPE ANCHOR DETAIL 5 4 SCALE: NONE SCALE: NONE NUMBER 52987 AQ 2 0.0 I NUMB CV CV O CV 4! 1 S K 0 C� 0 E O Ln N N O CV �.9 O L N O 7 N L 75 si F 4 N O U 0 0 Ln U i= Q c� Q a Q Ln O N L PUMP SUCTION PIPE STANDARD PVC PIPE FLANGE STAINLESS STEEL HARDWARE, ANTI -VORTEX PLATE, SEE TABLE BELOW SEE TABLE BELOW 77- 11�� G" MIN, CLEARANCE M ANTI -VORTEX PLATE DIMENSION PART NUMBERS SUCTION PIPE SIZE PLATE DIA. DIM. "B" C DIM, ", PVC PLATE PART # S.S. PLATE PART # 4" 1011 4n 7 2,� 1 1 1 07-4 1 1 1 07-4 G" 1211 g" 8 2'' I I 1 07-G I I 1 07-G (5" 14" 7n 91 1 1 1 07-8 1 1 107-8 1 0" 1811 8' 114° 1 1 1 07- 10 1 1 1 07- 1 0 1 2" 24" i" 14 Lit 1 1 1 07- 1 2 1 1 1 07- 1 2 1411 301 1" 1711 1 1 107- 1 4 1 1 107- 1 4 DIMENSION "B" 2' O HOLE TYP. WALL G' �F"G RUBBEF PRESSI 5TAI N LE55 STEEL PIPE SURGETANK ANTI —VORTEX PLATE DETAIL SCALE: NONE ANNULAR SPACE PRESSURE PLATE STAINLESS STEEL BOLT PIPE CASING HOLE DIA ELEVATION WALL SLEEVE DETAIL 4 SCALE: NONE FILL WITH NON -SHRINK, NON-METALLIC GROUT WALL SLEEVE _F 1 0 5/5 FLANGE - W/ STANDARD FLANGE PATTERN SECTION VIEW A -A ARM CLAMP 2000 PS10 GRIP STRENGTH o B A PLAN VIEW STN. STL, FLOAT (2 REO'D) ,AT ARM 4 - JHAFT FRONT VIEW END -OF -LINE MODULATION VALVE t PART NUMBERS PIPE SIZE DIM. 'A' DIM. 'B' DIM. 'C' DIM. 'D' ADG PART # 01 6 8' 24" 36" 1 5" MV0201 9 8" 8 8' 20 36" 9" MV0201 8 0" 103141, 29" 36" 23" MV02022 12" 12 4" 3 I " 36" 28" MV02023 1 4" 1 4" 34" 30" 3 1" MV0201 5 MAIN DRAIN FLOAT VALVE DETAIL 2 SCALE: NONE THIS SPACE 15 INTENTIONALLY LEFT BLANK 5/5 DISC STOP AFTER VALVE EXTENSION 15 CUT TO POOL CONTRACTOR IS TO MARK LENGTH, POOL CONTRACTOR 15 TO THE TOP FLANGE OF THE DECK NOTCH THE TOP END AT POINTS THAT SOCKET AT A POINT THAT 15 ARE PARALLEL TO THE VALVE DISC. ALIGNED WITH THE STEM NOTCHES TO INDICATE DISC POSITION, m VALVE, BELOW CONCRETE DECK SOCKET (COVER REMOVED) u VALVE EXTENSION 24" VALVE $ EXTENSION PLAN VIEW f)FC'K 1: Cn(.KFT TAINLESS STEEL ELECTRICAL GROUND TEE HANDLE TO BONDING GRID TOP OF SURGE TANK TEE HANDLE a g ISOMETRIC VIEW ad n d a da. e �. NOTE: < . a DIMENSIONS ARE BASED ON NEPTUNE STAINLE55 STEEL VALVE EXTENSION, ORDER IN G' OR 1 0' LENGTH. TO BE FIELD CUT TO APPROPRIATE LENGTH. r /L INTERIOR OF SURGE TANK FOR VALVE SIZE SEE SURGE TANK DRAWINGS AND PIPING SCHEMATIC VALVE * EXTENSION SECTIONAL VIEW BENSON VALVES AND MAY DIFFER DEPENDING ON MANUFACTURER; FIELD VERIFY ACTUAL DIMENSIONS. SLIP -FIT SOCKET 3,5" O.D. 01 COVER 5.5. DECK t0 SOCKET A 5.5. WASHER FOR BONDING CONNECTION I:D. DECK SOCKET DECK SOCKET ISOMETRIC VIEW SECTIONAL VIEW TANK VALVE WITH EXTENSION DETALI SCALE: NONE THIS SPACE 15 INTENTIONALLY LEFT BLANK RA`k"MAKER �..�._� employee awned (608) 643-4100 www.ramaker.com 44DG AQUATIC DEVELOPMENT GROUP Certi icatcn * 5eal: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Massachusetts. 3 1 G 2022 gistered C d ngmeer Signature: ate: MARK DATE I DESCRIPTION DATE 01 /25/2022 ISSUED: 155UE STATE SUBMITTAL PHASE: PROJECT TITLE: CAPE COD NFLATABLE PARK PROJECT OWNER: CAPE COD INFLATABLE PARK PROJECT LOCATION: WEST YARMOUTM, MA55ACH USETT5 SHEET TITLE: STANDARD POOL DETAI L5 SCALE: AS NOTED PROJECT NUM5 2 987 BER NUMBER AQ 2 0 0 2 x C2 , CV CV 0 N s �j a 0 U Ss 7 N L. 73 c 73 r6 N s= O 4-N U N O f N Ln i U Q c� 0 Q U N LSD O n N Ln 10111 --------------- 2'-I" — —�, : D ° IuW , I R/A MAKE 2'-01 21- 10° ESCUTCHEON employee -owned PLATES . (608) 643-4100 swww.ramaker.com • ° I ANCHOR -- a D . a 1031 � ' SOCKETS I BOND TO D ° d ' REBAR N 1 l„ DECK ANCHORS 511 i D ° p D IEx. ° ° d D D D zL • e SEE POOL EQUIPMENT LI5T 4IDG D d d d LADDER SPECIFICATION AQUATIC DEVELOPMENT GROUP a 310„ D 10" A SEC ION - DECK LEVEL - 'C' F„ - p 4" COVER fl ° - TYPICAL WALL STEEL WAVE DIRECTION p 4 S.W.L. 11. d a 4" D p d D D 3'-0" ° I IT 10" D.D d a p ELECTRICALLY BOND (6-STEP) Certificatlon Seal: ALL METAL, TYPICAL p ALL SECTIONS/ ITEMS ° a D if I hereby certify that this plan, 5rectficat�on, or report was prepared by me or under my direct supervision and that I am a duly Licensed 2'-711 D. Professional Engineer under the laws of the State of Massachusetts. a. d D .aD D OF ©"yy(f JAMES R. SKOWRONSKI p ,g m, VARIES CD CIVIC.. No. 47833 D ° #4 BENT@ 12" O.C. a a A. d (2) - #4 CONT. 12 iVAI 30 D fi VOLCLAY WATERSTOP 3 1 6 2022 gstered C II ngmeer ignature: Date: PLANVIEW -■ — 10" -- d D LjL D D d D VARIES, SEE PLAN Li Q a ,p .. d .D WAVE POOL LADDER DETAIL • ' • P SCALE: NONE O d ° d 0 ELEVATION - 'B' SECTIONAL VIEW -A' HYDRO STATIC RELIEF VALVE PIPE WATERSTOP (TYP) 4" MIN 4' 1 - 1 /2" OR 2" SCH a 40 PVC PIPE (Tl''P) a POOL q PVC GRATE, SEE EQUIPMENT LIST. WHITE EPDXY PAINT WITH SLIP GREY CONCRETE WITH FLOOR RESISTANT FLOOR GREY CONCRETE WITH MEDIUM BROOM FINISH VARIES q Q q MARK DATE DESCRIPTION MEDIUM BROOM FINISH DATE Q I �2J/2022 a EXPAN51ON JOINT POOL DECK TO SEALANT BY OTHERSITH ISSUED: SLOPE AWAY FROM POOL ` Do Do "Vo Do Oo Do GREY CONCRETE WITH MEDIUM BROOM FINISH 15SUE PHASE: STATE SUBMITTAL Aii a a a ° — o 0 0 0 o DECK BY OTHERS POOL DECK TO SLOPE AWAY FROM POOL PROJECT TITLE: CAPE COD a a 4 4 a 4 a o 'd 1/2 CRO55-LINKED ° a POLYETHYLENE D O— _ 1 - 1 /2" OR SPECIFIED CYCLOLAC COLLECTOR D_ o D TUBE, ! 2" LONG, WRAP o 0 0 0 o p WITH GEOTEXTILE D D FABRIC #5 12" O.C., A a° a° 4 ° ° ° <d a `®, e a .. Q $ °° a ° ° m a d ° Q ° ° _ d ,° q. e ad °a e A 1 N fL TABLE PARK a G„ EXPANSION JOINT WITH _ a ° POLYURETHANE CAULK DETAIL 4 ON SHEET — Oo f o o Do _ o Do "Vo d 2" MIN. COVER TYPICSEE #5 DENT ABAR a ° a 1 _0 GET 6 3" MIN. PROJECT OWNER: CAPE COD T I� AQ20.03 FOR BEACH TO — @ 12" O.C. COVER E3 PARK I N i`LA I ABLE 1 Ai\I\ DECK REINFORCING. Do Do o — Do Do Do (2) #5 X CONT PROJECT LOCATION: Do D° Do D° �Do (�Do Do WE5T YARM O UTH , 2'-0" MA55ACN U5ETT5 GRAVITY PIPE TO o 0 0 0 0 0 o SHEET TITLE: BALANCE TANK, SEE PIPING PLAN 5TAN DARD POOL DETAI L5 SCALE: WAVE POOL TRENCH DRAIN DETAIL 2 NYDIR05TATIC RELIEF VALVE DETAIL 3 BEACH TO DECK DETAIL 4 AS NOTED SCALE: I" = I'-0" ( 22" x 34") SCALE: 1 - 112" = 1'-0" (22"x34") SCALE: 1" = 1'-0" ( 22" x 34") 52987 NUMBER NUMB R AQ20.03 CV CAI 0 CV m a 0 v om NOTES: 1. CLEAR DISTANCE BETWEEN HANDRAILS: NON-ADA RAILS - MAXIMUM OF 8'-0" 2. IF TOP TREAD IS ABOVE WATER LEVEL FINISH WITH SLIP RESISTANT FINISH. 3. HANDRAILS TO MATCH SLOPE OF TREADS AT 34" ABOVE THE LEADING EDGE OF TREAD. MATCH SLOPE OF TREADS 4. STRENGTH OF HANDRAILS AND MOUNTING ANCHORS TO MEET 28 CFR PART 3G ADA STANDARDS FOR ACCESSIBLE DE51GN 4.2G.3 5. FOR HANDRAIL, ANCHOR AND ESCUTCHEON PLATE INFORMATION SEE THE EQUIPMENT LIST. MUST BE PARALLEL TO DECK 1 2" MIN. MINIMUM OF I%2' CLEARANCE BETWEEN HANDRAIL _ AND POOL COPING WHERE THEY CROSS m SLOPE DECK ELEVATED CURB AWAY FROM POOL DECK LEVEL WHITE EPDXY PAINT _ a ° WITH SLIP RESISTANT 1/2" RADIUS AVERAGE WATER LEVEL TREADS $ RISERS ON STEPS °. ° ESCUTCHEON PLATE z w 2"x2" BULLNOSE TILE ° /I/ ° ELECTRICAL GROUND o w OF CONTRASTING TO STEEL w Q O COLOR AT LEADING Q > n EDGE, TYP, ° d ° dQ a (1) #4 BAR AT EACH RAIL ANCHOR STAIR AND 1 2" O.C. ALONG BASE o ° a LAP SPLICE, TYP. #4 @ 12" O.C. ELECTRICAL GROUND EACH WAY NOTE: FOR THE RISER HEIGHT AND THE TO STEEL TREAD RUN REFER TO THE PLAN VIEW. SECTIONAL VIEW TWO TREAD 5TAI R DETAIL 1 SCALE: I " = }'-O" (22"x34'') A NOTE: POOL CONTRACTOR TO ENSURE ALL POOL I SKIMMER FLOAT WEIRS ARE INSTALLED AND FUNCTIONAL 4 VERT. 3 3/4" #3 LOOP (2) - #4 TOP BOTTOM COVER IN DECK POUR d #4 ° ° (2) - BENT (TYP.) 1 '-G" " TILED 4 OPENING ° COVER U-BAR (TYP.) #4 VERT. 733�/ 4" COVER PLAN VIEW EXPANSION JOINT #3 U-BAR @ 1 2" 1'-4" TYP. FOR CONCRETE SKIMMER COVER (2) #4 CONT. SKIMMER AREA SKIMMER EXTENSION COLLARS T.O.W. #4 LOOP DECK BY OTHERS (2) #4 x 36" LG. 10" TILE FINISH INTO s,.SW.L. = 95.00' �� SKIMMER THROAT ° FLOAT SKIMMER VARIES #4 @ 12" O.C. G 1/8" TILE d ° 4" COVER MIN. 9" TO 1 2" FINISH ° OL F.F. ° 2" COVER MIN. d .. d ° G" a 2-1 /2" PVC COUPLING 4 ° 4 ° 2-1 /2" PVC SKIMMER LINE 3" PVC ELBOW 3" 3" PVC SKIMMER LINE SEE TYP. WALL SECTION FOR COVER REINFORCING REQUIREMENTS 2" PVC EQ. LINE FOR HEADER SIZE SEE PIPING PLAN, TYP. SECTION VIEW\1 ACTIVITY POOL 5KIMMER 4 SCALE:3/4" = 1'-0" (22" X 34") 6'Xi 6" X8" DEEP SLOT 02 �5n DRILL HOLE OUT FROM EXISTING O I -1 /4" AERATION PLUG WHICH 15 -L" AND 1 /2" CHANGE TO 2', bEVEL HOLE TO 8" ON BOTTOM OF PLUG. DO NOT 9/ I NEED TO RE -THREAD INSIDE OF PLUG. SCH 40 FEMALE ADAPTOR 5XF i PVC WELD PVC PRIME _ AND GLUE 8 1 /2" G 1/4" �1 /. 3 1/8" 4 a 3 1/8" 1/2" THK. PVC PLATE SEE PIPING PLAN FOR DIAMETERS SCH 40 COUPLING NOTE: FITTING TO BE SET 4' BELOW TYPICAL FINISH FLOOR TO ENSURE THAT THERE ARE NO PROTRUSIONS ABOVE THE FINISHED FLOOR GURGLING 5PRING DETAIL 2 SCALE: 3" = P-0" (22 x 34") SPRAY FEATURE TO BE FLUSH WITH ELEVATED CURB. SEE EQUIPMENT LIST FOR ^—'�- FEATURE MODEL. INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. ELECTRICAL GROUND TO STEEL DECK LEVEL o Q � WATER LEVEL SEE PIPING PLAN FOR 51ZING 4 ° a a�a a DECK JET DETAIL 5 SCALE: NONE STE' STEEL REINFORCIN( EQUAL TO OR GREATER HALF THE NUMBER OF CUT AND SPACED AT 2" O.C. SIDE OF OPENING, TY EXTEND ADDIT REINFORCING PAST OPI STEEL REINFORCING CUT ADDITIONAL (1) #5 X 4' DIAGONAL @ EACH CORD EACH LAYER OF REINFc HOOK/BEND ENDS T( EDGES OF WALLS, FEATURE 5TUB-UP SECTION SCALE: I " = I '-O" (2 2" X 34") REINFORCING AT OPENINGS 6 w TYPICAL SCALE: NONE )RCING RA"'kkMAKER employee -owned (60$) 643-4100 www.ramaker.com AQUATIC DEVELOPMENT GROUP ;ertafificabon * Seal: I hereby certify that this plan,. specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engmeer under the laws of the State of Massachusetts. JAMBS R SKOWRONSKI - CIVIL No. 47833 AL LNG � 3/1 2022 P gistered d Engmeer Signature: Date: A 3/3/22 DOH REVISION MARK DATE DESCRIPTION DATE 01 /25/2022 ISSUED: ISSUE STATE SUBMITTAL PHASE: PROJECT TITLE: CAPE COD N ELATABL.E PARK PROJECT OWNER: CAPE COD INFLATABLE PARK PROJECT LOCATION: WEST YARMOUTH, MASSACH USETTS SHEET TITLE: STANDARD POOL DETAI L5 SCALE: AS NOTED PROJECT 5 2967 NUMBER SHEET NUMBER `T AQ 2 O . O /L I Q� Q) Q � z s � �C'N oz W Q U tl, l v a.� o Q Q � C2 p CV CV 0 CV s m 0 U (4 73 u 4� m 75 tJ� N t6 O -u U °O n 03 N^ GS T U d c� Q v LSD O O G) C\j L 2 NOTE: POOL CONTRACTOR TO ENSURE ALL POOL R/iA�aMAKER SKIMMER FLOAT WEIRS ARE INSTALLED AND FUNCTIONAL i _ employee -awned (608) 643-4100 www.ramaker.com„ 5/S/ PIPE CLAMPS 5/5 ALL THREAD DRILL EPDXY ANCHOR INTO CONC. FLOOR 5" PRO SERIES HDPE GRATE 4" FLANGE FOR WINTERIZATION #5 @ 12" O.C., SECTION AT 5" PRO SERIES FOR REBAR MATCH 44DG ADJUSTABLE WEIR SKIMMER W/ d ° EW FOOL F OOP, EQ AUTOMATIC FLOAT BYPASS, SKIMMER BASKET TO BE q _ 4" MAIN DRAIN LINE FROM PUMP SUCTION AQUATIC DEVELOPMENT GROUP REMOVED PRIOR TO OPERATION d q SWL dL 5" K15EK CLAMP a TRENCH DEPTH VARIES WITH LOAD CASE\\\\ ° Qa MAIN DRAIN SUMP FIT 14" O SCH. 40 PVC SUMP W/ WATERSTOP 2" SCH 40 PVC PUMP 4 /A. \�/\ FLANGE EQ. SUCTION LINE RIM 10 d \\\ \\\ \\\ \\\ \\\ \\\ \\\ -- 5/5 RISER CLAMP W/ 5/5 ALL TRH EAD AND DROP N ° / \// //\//\//\%/\///\/ /\/\/ //\//\//\ \//\//\//\//\//\//\//\/� -I ANCHORS, TYF./ xx #5 BENT BAR /\\/\\/\\/\\/ /\\/\\ /\\/\\/\\ \/\\/\/\\/\\/\\/\\/\\/00 \ d @ 12" Q.C. f�]_ q 4 PAD BASE MATERIAL 5'-O" CLAMP UNISTRUT — SKIMMER FILTER PUMP SUCTION MANIFOLD, CLAMP 51ZE PER PLAN . ° .11 q ° 2 #5 X CONT ( ) #3 OR #4 REBAR STAKE SUSPENSION METHOD, LENGTH OF STAKE O — _' i //\/ Ce fficaLISeal: o hereby under that iris plan, speuficand t or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws the State Massachueetts. UNI5TRUT ..\//\//\//\ i APROX. 1 G" . of of d q LAMPUT q U d a ° a q. a. a a d dQ .d 4 b 3Z 122022 2022 R gistered C d Engineer Signature: Date: SIDE VIEW FRONT VIEW FLOWRIDER SKIMMER I TRENCH DETAIL MAIN DRAIN SUCTION SCALE: 3/4" = P-0" (22" X 34") SCALE: 1 - 112" = P-O" (22" X 34") 2 SCALE: 1 - 112" = P-O" (22" X 34") 3 �Q a Q Q a Q 4 114" TEE (REFER ° i %4' PVC NOZZLE ' AR3/3/22 DON REVISION TO PLAN I BY EC BY ADG FOR SIZE) I — MARK DATE DESCRIPTION DATE O I /25/2022 ISSUED: d° 4 d° a d . d rLOWRIDER`- REDUCER BUSHINGq EXTERIORCil q 155UE STATE SUBMITTAL PHASE: a d d q 5/5 PIPE CLAMPS ° d PROJECT TITLE: F` LOWRIDER INTERIOR ° Q 5/5 UNISTRUT, DRILL AND EPDXY ANCHOR INTO CONCRETE FLOOR. FLOWRI DER 5U15MER515LE d PUMP CABLE, A MAX. 3' OF a q ° d a q FLOWRIDER WALL CAPE C O D EXCESS CABLE AVAILABLE q: d d ° a TH15 SPACE IS ° AFTER WALL PENETRATION (CABLE PROVIDED BY ADG). ° INTENTIONALLY F I N LATAB LE Q ° TYPICALLY NEEMA 4 (or better) o LEFT BLANK 1 © ° Q J.BOX INSTALLED AT WALL �a. d 8. a d ° 4 ° PENETRATION. CABLE ROUTED d ° TO J.BOX VIA CONDUIT IF 4 a a d 2" PUDDLE COUPLING PARK \ 4 NECESSARY. d d q d ° 4 Q d d 2" PVC CONDUIT ELBOW PROJECT OWNER: ° CAPE COD °a l N FLATABLE PARK Q ° L PROJECT LOCATION: FILTERED RETURN HEADER MAINDRAIN LINE ° d d ° WEST YARMOUTN, (REFER TO PLAN FOR SIZE) NOTE: d DETAIL 15 SHOWN FOR M A55AC N U 5 ETTS REFERENCE ONLY, REFER TO d d SHEET TITLE: FEATURE MANUFACTURER °q d DRAWINGS FOR ADDITIONAL INFORMATION. a q ° a q da , d 5TAN DARD STRAIN RELIEF BUSHING :\� ° - POOL DETAI L5 TO FLOWRIDER SCALE: SUBMERSIBLE PUMP INLET RETURN NOZZLE ELOWRIDER PUMP NOTED SCALE: 1-112" = 1'-0" (22" X 34") �WIRINGA5 SCALE: 3/4 = O (22 34) 5 NUMBER 52987 NUM R AQ 2 0. 0 5 ME E Ln I N CM O t.9 c� O N O i� L n K5,) 7 �i c� U 7 O U N N O O N Ln U Q Q� Q U N Ln O N Ln i a, 511 1.011 5" i"s+14 nF ��"rvSJ,w: 4 - #4 CONT. BAR TOP BY OTHERS G RA "MAKE #4 @ 24° O.C. BENT ± 2'-6 3/8° 18 18 � employee -owned 181118 T. O. P I'- I " 7 3/8" 1 O" _ _.. �. (60$) 6$3-4100 www.ramaker.com 4 - #4 CONT. D #4 BENT @ 24" O.C. 91, #4 @ 24" O.C. BENT 6 10" if S.W.L.= I O I ° . 161 18 T.O.P TILE LINE ° ° CARVED TEXTURE ,25 . CONCRETE WITH STAIN D FINISH, REFER TO ° DECK JAREA 9" S.W.L.= I O I .25' q ELEVATION SKETCHES CARVED TEXTURE D S.W.L.= 401 ,25' q q . 1111117 a AQUATIC DEVELOPMENT GROUP CONCRETE WITH ° D 3'-01 2 I / a (2} - #4 CONT. POOL STAINED FINISH 4'-3" CARVED TEXTURE q DECK AREA ° I I_Gil CONTRASTING LINE 102° ° 2 CONT, a #4 @ 8" O.C. HORIZ. D D #4 @ 8" O.C. q CARVED TEXTURE �}" CONCRETE WITH CONCRETE WITH �POOLAINED FINISH ° D 3-6T.O.B. R2" ° 3 I/2" a #4 @ 1 2 O.C. @ 12" O.C. BENT 53 ° D COVER STAINED FINISH4 D 4'-3" �#4 D CARVED TEXTURE D. ° a a „#4 MIN #4 @ 12" O.C. 18 ' q. @ 8" O,C. CONCRETE WITH 3'-Gl T.O.D.= 98,50` #4 @ 12" O.C. BENT STAINED FINISH 4" 4 1/2" a4 #4 BENT @ 1 2" O.C. EXPANSION JOINT � D D COVER q ° < a DECK; (BY OTHERS) © 53 p D (G) #4 HORIZ. BARS ° VOLCLAY WATERSTOP p ° 4 18 ° a 2'-0" a .. CARVED ROCK a PITCH T.O.D.=98.50' F.F. = 37.75` a „ D G D. D D 4" VOLCLAY WATER5TOP D T.O D.= 98.50' q q 4„ D INTERIOR FINISH ° • a da ° ° ° VOLCLAY WATERSTOP a R2" F.F.=97.75' a . L #4 BENT 1 2" O.C. Certlficatlon 5eal: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed ProfesslOnal Engineer under the laws of the State of Massachusetts. ° a @ ° 2" MIN. F.F. 97.75 D °' ° q a a ° COVER 4 4" (� G 3 2 MIN. COVER ° q 1 -0" 6 D, D a D D. I q D. �� 2 MIN. d ©q ° 4 ° © as a ° q I'-3" 4 - a � ° 2" M I N COVER � �� I -O OFs 4� JAMES R. I'-0" 3'-G° D . D D D, COVER 211 MIN. a SKOWRONSKI CIVIL y 3" MIN, #4 @ 12" O.C. E.W. TOP AND BOTTOM 1'-3" 2 MIN, COVER ° q a p. N\ 1,I'-O" COVER q a 4 q a . zi .o No.47833 9a �FGi� COVER D a q. + 3 MIN. COVER #4 @ 12" O.C., T$5 sf�NAt tiN 1 '-0" 3`-6" I-4" 3'-G" - 4" 3" MIN. #4 @ 1 2" O.C. E.W. COVER TOP AND BOTTOM �, 3 1 G 2022 R gistere i G d Engineer ignature: Date: BAR POOL WALL SECTION I BAR POOL WALL SECTION 2 BAR POOL WALL SECTION SCALE: 1 " = 1'-0" (22" X 34") SCALE: I " _ P-O" (22" X 34") 3 SCALE: I " = P-O" (22" X 34") #4 VERT. 3 3/4" #3 LOOP (2) - #4 TOP BOTTOM COVER IN DECK POUR ° ° (2) - #4 BENT (TYP-) I '-G" TILED 4" OPENING ° COVER .4ILIA 6` 8 U-BAR (TYP.) #4 VERT. T_ 3 3/4" 3 -O — COVER NOTE: POOL CONTRACTOR TO ENSURE ALL POOL PLAN VIEW / \ SKIMMER FLOAT WEIRS ARE INSTALLED AND FUNCTIONAL 5/5 RAILING / „ 1 -4 TYP. FOR EXPANSION JOINT (1 .90 OD X 0. 1 09" WALL) / 2 0 3/3/22 DOH REVISION #3 U-BAR 1 2" @ SKIMMER AREA CONCRETE SKIMMER COVER W/ POLISHED FINISH / T.O.W. (2) #4 CONT. (2) 4 x 3G" LG. SKIMMER EXTENSION COLLARS WHITE EPDXY PAINT W/ SLIP 2'-1 O" MARK DATE DESCRIPTION TILE FINISH INTO #4 LOOP RESISTANT TREAD FINISH, / DATE 10 1/8" 5 KI M M ER TH ROAT p NOSING TO BE CONTRASTING ISSUED: 01 /25/2022 S W_L_I 0 I .25 FLOAT SKIMMER IN COLOR 6XG- I I WWF '"EXPANSION 2 15SUE a .4WX .4W JOINT I -2 STATE SUBMITTAL G I/8" TILE °• D. 4" COVER T.O.W.= 102,00" 8' 8" \ PHASE: PROJECT TITLE: MIN. \ d FINISH ° o S.W.L.= 101 .25' (2)-#4 BAR pF CAI C O D L ap . • °_ D 2-1/2" PVC COUPLING _-: ka..- ° ° #4 BENT @ 1 2 OC 4 SEE TYP WALL SECTION FOR T°. 4 18 (� 18 I N Ir LATA LE D REINFORCING d ° REQUIREMENTS —2-1/2" PVC SKIMMER LINE a : G ° #4 BENT @ 12" O.C. 15 ° 52/—� 1 2 V •p ° 1 '-0" PARK VARIES : 3'-5" d TYP ° ° a • 3-0 TO TO 5'-0" p p a . p AT STAI { d ° 811 ° ' °. d #4 @ 8" O.C. (TYP.) 27 � e 2 PVC EQ. LINE " 3-G I #4 @ 12" OCB d' TYP. °' °. a a #4 BENT @ 12" OC 18 I CPROJECT OWNER: �^ APEl�C�D d d D G, ° a . COMPACTED I�AI I N FLATA13LE PARK p: 3" PVC ELBOW #4 BENT @ 12" OC 12 °. ° ° a . d d BACKFILL AS 6" COMPACTED SUBBASE T.O.D.=98.50' PROJECT LOCATION: ° D DECK BY OTHERS _ d ° REQ'D VOLCLAY WATERSTOP (TYP.) . ° d p •° °° ° . a WEST YARMOUTN, SEE TYP WALL T.O.D. ° °q ° 411 SECTION FOR ° D a °. D 97.75' ° ° M A55 AC I�I U 5 ETTS REINFORCING c d ° o U� CX �"U Z) V�U�ZJ pU �U�CJ�U U�U U2Z3 P O o 0 0 0 6 0 0 0 SHEET TITLE: REQUIREMENTS 3" PVC SKIMMER LINE F.F. G" 8 ° ° 'a ° ° °. •a' f d Gil D. D d'°. ° ° d d. a. I I_Ol,° ° 0 2" MIN. O O o 0 0 0 0 0 COVER 0 0 0 d d - .D d d D p p FOR HEADER SIZE SEE .TYP WALL ° _ ° d'0 ° a c�c-,l"1--✓-k-✓-�„ '° ° p STAN DAI\D D D q pd .d.D SEE PIPING PLAN, SECTION FOR ° a P _- p TYP. REINFORCING 1/2" POOL DETAI L5 ° REQUIREMENTS o cP-0 6 3 > o ° / COVER 8" 1 '-5" SCALE: SECTION VIEW #4 @ 12" O.C. EW BAR POOL STAIR SECTION A5 NOTED BAR POOL SKIMMER 4 SCALE: 3/4" = I'-O" (22" X 34") tJ SCALE: 3/4" = P-O" (22" X 34") PROJECT 52987 AQ 2 0 O NUMB R . -05- z 0 E O Ln N N O N �9 ca O 6� L_ N O M 51 73 v _z U6 N 75 c� O U 0 ^^O n 6� N Ln i U d Q U N Ln O O Lin CONTRASTING EPDXY FINISH ON ENTIRE TOP SURFACE AND 1 2" DOWN THE 51DE o I '- 1 '-2' VALL S.W.L.= 101 .25'gj­-� __ 1 2" O.C. 6„ 3/4" CHAMFER O 1 1-2' #3 HOOP T.O.C.= 100.75' oL • • D d CONTRASTING EPDXY FINISH D ° • ON ENTIRE TOP SURFACE AND 1 2" DOWN THE 51DE a D WHITE EPDXY FINISH (BELOW D ; D 3'-0" CONTRASTING EPDXY) ° p. 3" COVER MIN. p PVC WATER5TOP p PER DETAIL p d d D . d 4 D D 4 p TYPICAL WALL p REINFORCING BAR POOL UNDERWATER STOOL SECTION SCALE: I " = I '-0" (22" X 34") NOTE: - KNOCK OUT THE INTEGRAL PRESSURE TEST MEMBRANE AFTER PRESSURE TESTING 15 COMPLETE. - KEEP THE DEPTH BELOW THE STATIC WATER LEVEL CONSISTENT FOR ALL INLETS THROUGHOUT THE POOL. - REFER TO DATA AND EQUIPMENT LI5T FOR THE CORRECT INSEPT/ORIfICE SIZE. 3 6" 3011 G - #4 SPACED EVENLY F.F. = 7.75'-- ° 4 INLET BODY 1 /2" 0 EYEBALL �a4 450 INSERT MAX. EYEBALL 3/4" 0 X\ RETAINER EYEBALL WITHOUT INSERT EYEBALL WITH INSERT INSERT NOZZLES INLET BODY SUPPLY HEA1 PVC OR 5YNK FLEX WATERS_ WATER LEVEL FEK TO WALL DETAIL (OR =NCH DETAIL FOR SPAS) POOL WALL 5ECTIONAL VIEW WALL INLET DETAIL____0 SCALE: NONE POOL WALL FACE 31- 011 4" CHAMFER T.O.W.= 102.00' D S.W.L.= 101 .25' J ° D ° ° p 1 2" O.C. #3 CONTRASTING EPDXY FINISH p HOOP ON ENTIRE TOP SURFACE • • AND 1 2" DOWN THE SIDE a ° d ° #4 VERT. SPACED D p EVENLY (G) TYP. 3" COVER TYP. A 4 d • °• 31 4. WHITE EPDXY FINISH (BELOW D 24� CONTRASTING EPDXY) ° 4D d 24 D" PVC WATERSTOP 6 - #4 SPACED EVENLY p PER DETAIL • p • 4 d F.F. 97.75' d tl D D 6n °. 4 D 4 D d TYPICAL WALL p REINFORCING BAR POOL TABLE 5ECTION 2 SCALE: I " = I '-O" (22" X 34") SOURCE: ADA LIFT ANCHOR - AQUA CREEK PRODUCTS MODEL F-SPAAKB SERIES; SHALL INCLUDE A GROUNDING LUG. ADA LIFT - AQUA CREEK PRODUCTS MODEL F-0065LE, NOTE: REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR THE MINIMUM FOOTING SIZE FOR THE ANCHOR. RA15ED (LOAD) P05ITION 51-115MERGED P051TION ADA LIFT DETAIL 5 SCALE: NONE NOTE: PROVIDE TEMPERATURE AND SHRINKAGE REINFORCMENT WITHIN TH EMED CONCRETE ELEMENT5 A5 NEEDED 3'-2" TYP. 1W1VARIES CONCRETE THEMING 5ECTIQN 3 SCALE: I" = I'-C" (221'X 34") THIS SPACE 15 INTENTIONALLY LEFT BLANK TF-IF1N AIIAI/' 50' R/A'MAKER employee -owned (608) 643-4100 www.ramaker.com . ertlficaton * Seal: I hereby certify that this plan,speoflcation, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the Paws of the State of Massachusetts. jVi OF JAfrSES R. G SKOWRONSKI CIVIL No. 47833 SIGNAL ENG 3 1 6 2022 R gletered C ilLngineer Ignature; Date: MARK DATE I DESCRIPTION DATE 01 /25/2022 ISSUED. ISSUE STATE SUBMITTAL PHASE: PROJECT TITLE: CAPE COD I NfLATABLE PARK PROJECT OWNER: CAPE COD INFLATABLE PARK PROJECT LOCATION: WEST YARMOUTH, MA55ACh U5ETT5 SHEET TITLE: 5TAN DARD TOOL DETAI L5 SCALE: AS NOTED PROJECT 52387 NUMBER NUMBER AQ 2 0 - 0 7 9 to 73 a� a� o o �- � z rQ tLt v QD �i O Q Q m -�- z E C�j C2 CV CV C) N s m O 0 E 1.n N N O N �9 O L O -N L N c6 O U N O O Q_ co N Ln U Q C3 QJ 0 cc U r N L O O Cn N L 2" POTABLE WATER SUPPLY NOTE: REFER TO DATA AND EQUIPMENT LIST FOR BY PLUMBING CONTRACTOR NUMBER OF TURNS OPEN. ADDITIONAL ADJUSTMENT OF FLOW BY CONTRACTOR RPZ VALVE MAY BE NECESSARY TO BALANCE THE FLOW BACKWASH LINE FROM POOL O PVC ELECTRODE UNIT FILTER(S), SEE PIPING SCHEMATICVENT HOLE SPANNERWRENCH/KEY to"., SPANNER G , WRENCH HOLES 6 MINIMUM RESPONSIBILITY OFPOOL 5/5 PIPE HANER WITH AIR BREAK CONTRACTOR ROUTE IN CONDUIT5/5 . HARDWARE LOCKING SCREW — — — — —' — — — — — --- — — TO CONTROLLER IN ° STATIC ADJUSTABLE ADS COVER PLATE RESPONSIBILITY OF WATER LEVEL 2x BACKWASH LINE PLUMBING CONTRACTOR SLOW CLOSING SOLENOID VALVE SIZE, MINIMUM 64'0 0„ BYPASS VALVE FOR MANUAL FILL BY PLUMBING PVC PIPE, 51ZE TO PLAN VIEW 3 MINIMUM ISOLATION VALVES, TYP. (2) ^CONTRACTOR a AS REQUIRED TO REDUCER, AS REQUIRED BY POOL FIT SENSOR CONTRACTOR LOCKING SCREW INLET BODY FINISHED FLOOR EQUIPMENT ROOM " 3'-0 WATER LEVEL 5EN51NG POOL FLOOR ° BACKWASH LINE SIZED BY NOTE: 4 ELECTRODES, LENGTHS 3, a PLUMBING CONTRACTOR AL50 RIffER TO THE INSTALLATION AND OPERATION ° TO BE FIELD SET. Pool --- a FLOOR INSTRUCTIONS FROM THE MANUFACTURER OF THE a AUTOMATIC WATER LEVEL CONTROLLER, SEN50K, PIPE WATERSTOP ETC. SEE EQUIPMENT LIST FOR MAKE AND MODEL. V OR° TO SANITARY SEWER LOW SYN ° WATER LEVEL WATERSTOP I MIN. TRAP, REQUIRED SUPPLY HEADER POOL RECIRCULATION LINE 2" TO TANK SECTIONAL VIEW IN EQUIPMENT ROOM, SEE PIPING SCHEMATIC DWG. PUMP PIT a BALANCE TANK a ° ° a a a d ° 4 ADJUSTABLE FLOOR INLET DETAIL 0 SCALE: 1 1 /2" = I-0" (22"1 NOTE: I . REFER TO DATA AND EQUIPMENT L15T FOR NUMBER OF TURNS OPEN. ADDITIONAL ADJUSTMENT OF FLOW BY CONTRACTOR MAY BE NECESSARY TO BALANCE THE FLOW. 2. FLOOR INLETS SHALL BE INSTALLED 50 THEY ARE FLUSH WITH THE FINIc�HFn Pnnl FLOOR SO AS TO NOT PF EDGES OR PROTRUSION`_ „ T „ ND SCREW 5/5 KEY _ FLOOR FINISH \DJUSTIABLE HIGH ✓OLUME FLOOR NLET WITH NTERGRAL WATER STOP FLANGE HIGH VOLUME FLOOR INLET DETAIL 4 SCALE: I I/2" = 1'-0" (22N34") ' SCH. 40 PVC Y HEADER CH. 40 PVC, AN FOR SIZE BACKWASH AIR GAP DETAIL 2 SCALE: NONE NOTE: ALSO REFER TO THE INSTALLATION AND OPERATION INSTRUCTIONS FROM THE MANUFACTURER OF THE AUTOMATIC WATER LEVEL CONTROLLER, SENSOR, ETC. SEE EQUIPMENT LIST FOR MAKE AND MODEL. SOLENOID VALVE SLOW CLOSING -� TYPE. PROVIDED TO PLUMBING CONTRACTOR BY POOL CONTRACTOR RUN WIRE TO SOLENOID -� VALVE IN 3/4" CONDUIT AUTOMATIC WATER LEVEL -� CONTROL PANEL RUN WIRE TO SENSOR -� IN 3/4" CONDUIT CONTROL CHAMBER $ PROBES, SEE EQUIPMENT LIST FOR MODEL POOL DECK POOL OR FLOWRIDER EYEBALL INLET FITTING WITHOUT INSERT NOZZLE, REFER TO WALL INLET DETAIL _ _STATIC _ _tt _ WATER LEVEL SLOPE TO POOL 2" SENSOR LINE I " POTABLE WATER SUPPLY BY PLUMBING CONTRACTOR RPZ VALVE O 1 � MANUAL FEED O I" 1 BY PLUMBING 1 CONTRACTOR BY POOL 1 CONTRACTOR POOL RECIRCULATION LINE IN EQUIPMENT EQUIPMENT ROOM, SEE PIPING ROOM SCHEMATIC DWG. SENSOR PROBES PVC PIPE, SIZE TO AS REQUIRED TO FIT SENSOR SECTIONAL VIEW AUTO -FILL AND SENSOR DETAIL 5 SCALE: NONE AUTO -FILL AND 5EN50K DETAIL SCALE: NONE I " POTABLE WATER SUPPLY BY PLUMBING CONTRACTOR RPZ VALVE ROUTE IN CONDUIT —y TO CONTROLLER SLOW CLOSING 50LENOID VALVE --'— BYPASS VALVE FOR MANUAL FILL ISOLATION VALVES, TYP. (2) EQUIPMENT ROOM NOTE: ALSO REFER TO THE INSTALLATION AND OPERATION INSTRUCTIONS FROM THE MANUFACTURER OF THE AUTOMATIC WATER LEVEL CONTROLLER, SENSOR, ETC. SEE EQUIPMENT LIST FOR MAKE AND MODEL. POOL RECIRCULATION LINE IN EQUIPMENT ROOM, SEE PIPING SCHEMATIC DWG. R/A'MAKER employee -owned (608) 643-4100 www.ramaker.com" D Agow AQUATIC DEVELOPMENT GROUP I hereby certify that this plan, specification, or report was prepared by me or under my direct euperwsion and that I am a duly Licensed Professional Enymeer under the laws of the State of Massachusetts. OF JAMES R. SKOWRONSKI CIVIL No. 47833 ��s�a,uAL EN��a 2a4N 3/1 2022 R gvetered d Engmeer Signature: Date: 2' WALL SLEEVE, SEE MARK I DATE DESCRIPTION WALL PENETRATION DATE O I /25/2022 DETAIL 5 ON AQ20.02 ° PVC ELECTRODE UNIT 155UED: 15SUE STATE SUBMITTAL PHASE: VENT HOLE PROJECT TITLE: 10" 1 `-0" MIN. CAPE COD ° STATIC ° WATER LEVEL I N ELATAI-5LE BY PLUMBING ° ° _CONTRACTOR FLOWRIDER PARK BY POOL ° 1 CONTRACTOR PROJECT OWNER: 311011 ° 2" CLEAR PVC CAPE COD STILLWELL ° ° WATER LEVEL SENSING I N FLATAE3 LE PARK ELECTRODES, LENGTHS TO BE FIELD SET. PROJECT LOCATION: WEST YARMOU- 5/5 IPE R WITH 5/5 HARDWARE -TN, M ASSAC I I U S E I 1 S ° SHEET TITLE: ° 41 d° a° Q STANDARD a POOL DETAILS SCALE: AUTO -FILL AND SENSOR DETAIL 6 A5 NOTED SCALE: NONE PROJECT 52987NUMBER NUMBER AQ 2 U . 0,S� 0 F- Lo N CV O N Csi L O L. N O c6 51 a� C L o_ N 4 N O --N U O n co N Ln U Q Q U N Ln O O N Ln NOTES: 1, ANY AND ALL METAL PARTS ALL METAL PARTS WITHIN' 5 FT. ASSOCIATED WITH THE POOL WATER OF THE INSIDE WALL OF THE CIRCULATION SYSTEM (i.e. PUMPS) POOL AND NOT SEPARATED BY SHALL BE BONDED PER NEC 2020 A PERMANENT BARRIER ARE ARTICLE G80. REQUIRED TO BE BONDED HANDRAIL, TYPICAL 2. ALL METAL PARTS WITHIN' 5 FT. OF THE INSIDE WALL OF THE POOL AND NOT POOL REINFORCING STEEL \ BY A PERMANENT BARRIER BONDING (EQUISEPARATED OUST ARE REQUIRED TO BE BONDED PER NEC GRID) EXTEND GRID) MUST EXTEND 3' 2020 ARTICLE G80. HORIZONTALLY BEYOND INSIDE WALLS OF 5'-0" THIS LIST INCLUDES BUT IS NOT LIMITED POOL BONDING CONDUCTOR, TYPICAL TO THE FOLLOWING: ALL METAL PARTS #: 8 SOLID COPPER MINIMUM OF THE POOL STRUCTURE, CONDUIT 3'-O" AND PIPING, METAL DOOR FRAMES, MIN. METAL WINDOW FRAMES, DIVING BOARDS, HANDRAILS, LADDERS, LADDER, TYP. POOL DECK DRAINS, OUTLET PIPES, SLIDE SUPPORTS, WATER FEATURES, etc.. THE BONDING OF THESE PARTS DOES NOT MEAN THEY ARE REQUIRED TO BE CONNECTED TO EACH OTHER; RATHER, IT MEANS THEY ARE REQUIRED TO BE DECK GRID MUST CONNECTED TO A COMMON COMPLY WITH NEC EQUIPOTENTIAL BONDING GRID. d^ 2020 ARTICLE G50 3. ALL EQUIPOTENTIAL BONDING TERMINATIONS MUST BE MADE ° a BY EXOTHERMIC WELDING, LISTED ° PRESSURE CONNECTORS OF THE SET SCREW OR COMPRESSION TYPE, LISTED CLAMPS, OR OTHER LISTED FITTINGS. (NEC 2020 " ARTICLE G80) d $_ POOL LIGHT FIXTURE a ROPE ANCHOR, NOT REQUIRED IF LESS d° a d� THAN 4" (NEC 2020 ARTICLE G80) ° METAL WATER INLET PIPE Q METAL DRAIN ° POOL FLOOR / , POOL PUMP, UV STERILIZER, ° . FILTER, ETC. ANY METAL PARTS d A550CIATED WITH THE POOL as WATER CIRCULATION SYSTEM POOL WALL a a REBAR IN POOL BY POOL CONTRACTOR (DECK ° CONTRACTOR TO COORDINATE WITH POOL ° CONTRACTOR FOR BONDING REQUIREMENTS) STANDARD STEEL ° TIE WIRES, TYPICAL AT 100% OF THE REBAR CROSSINGS MARKER REQUIREMENTS: SWIMMING POOLS, ACTIVITY POOLS, WAVE POOLS, PLUNGE POOLS, RIVERS, SPAS: I. DEPTH MARKERS 2. "NO DIVING" SYMBOL MARKER WITH EACH DEPTH MARKER WADING POOLS: 1. DEPTH MARKERS 2. "NO DIVING" SYMBOL MARKER WITH EACH DEPTH MARKER NOTES: I. UNLESS OTHERWiSE..NOTED, DFPrH MARKERS. HALL.PF Pl_A E[ BOTH THE DECK AND ON THE WALL SURFACE ABOVE THE WATERLINE. %� 2. DECK TILES TO BE WITHIN 18" OF POOL WATER SURFACE. �'� 3. DECK TILES TO BE POSITIONED TO BE READ WHILE STANDING ON THE DECK FACING THE WATER. 4. DEPTH MARKERS TO BE IN ENGLISH 5. DEPTH MARKERS AT MAXIMUM AND MINIMUM POINTS, POINTS OF CHANGE IN SLOPE, AND AT A MAXIMUM SPACING OF 25' CENTER TO CENTER. G. DECK TILES SHALL BE NON -SLIP TYPE. 7. NUMERICAL COLOR SHALL CONTRAST WITH THE BACKGROUND. n m NO 7 G" DECK TILE NO DIVING NO DIVING SYMBOL 1 G" DECK 4" LETTERS OR WALL TILES SWIMMING MARKERS - ENGLI5H DEPTH =RS - ENGLISH POOL MARKER DETAILS 3 SCALE: NONE IN-G" DECK 4" LETTERS OR WALL I TILES THIS SPACE IS INTENTIONALLY LEFT BLANK A 1001 F-APPROXI MATE CENTER BULB NO. OF RIBS EACH OUT51DELYIAMETER SIDE, EACH FACE OF WATERSTOP 1 /5" PROJECTION ALL RIBS TYP. U CO 5/32� MIN. STEM MIN, STEM (TYP.) THICKNE55 THICKNESS @ @ OUTSIDE CENTER BULB NOTES: I. MATERIAL QUALITY PER .9PFCIFI(:AT10N) SF(:TInN i .,� 15n SIZE A B C D E F 2. DIM. REQUIREMENTS INDICATED SHOULD BE GIVEN TO SUPPLIERS sx318� G" 3/8' 3/8" 7/6" 1 /4" G PRIOR TO PLACING ORDERS FLOO8 9" 3/8" 3/8" I " I /4" 8 3. NON -ROUND CENTER BULBS SHALL HAVE A MIN. OUTSIDE DIM. OF "D" WATER5TOP (TRIPLE SCALE) T AL REINFORCE" SECOND POL FIRST POUR INSIALLAI IUN NOTE: 1. WATERSTOP SHALL BE G" PVC RIBBED WITH 7/8" DIAMETER CENTERBULB UNLESS NOTED OTHERWISE. 2. INSTALL WATERSTOP ON WET SIDE(S) OF REINFORCEMENT, 3. ALL WATERSTOPS SHALL BE WELDED PER MANUFACTURER'S REQUIREMENTS. PVC WATER5TOP DETAIL 2 SCALE: 3" = 1'-0" (22"x34") THIS SPACE IS INTENTIONALLY LEFT BLANK I N T4 RA"'MAKER employee -owned (608) 643-4100 www.ramaker.com Cert6cat on � Seal: I hereby certify that this plan, speaficabOrl, or report was prepared by me or under my direct supervision and that I am a duty Licensed Professional Engineer under the laws of the State of Massachusetts.' ��gtt of �sq JAMES SKOWRONSKI 4J1 CIVIL. � No. 47833 3/1 Da2022 ed d R g5terC rngmeer ignature: te: �2 3/3/22 DOH REV1510N �I 211 G/22 DOH REVISION MARK DATE DESCRIPTION DATE 01 /25/2022 ISSUED: ISSUE STATE 5U13MITTAL PHASE: PROJECT TITLE: CAPE COD N FLATADLE PARK PROJECT OWNER: CAPE COD INFLATABLE PARK PROJECT LOCATION: WEST YARMOUTH, MA55ACN U5ETT5 SHEET TITLE: STANDARD POOL DETAILS SCALE: AS NOTED NU° BER 52987 NUMET EB AQ 2 O . O u Wamore—A O Ln + CV C\! O c� 75 0 N O N rn 7 U_ V N Ln U Q Q C\I Ln O O N Ln /r r/ 0 / d r � / i 4d r 0 r � 1 / 1 r � / /f r I r 1 K 15 1'-0" X-XeX-XeX- / �X _Xo-X -Xo-X -Xo-X -Xo- X sX -X -oX -X -oX_X -o,' x X _ x -Ox _ x -oX _ X ... m 0y_X_cy' x �k x ® \- b+ f. \ r\ of 220'-1 " �, y' e � V� r R 13 I '-2" 201-011 f r Wi s<2Rt ° -0 I r p�o r R 34' 20'-01 n / I 1 5'- 1 0" , } -W } ° O 2 2'-✓" } 4 / / o �0. 4- O i o 14, ° O. o'r\fib ° o r , 4- O °. gE) 0� \ I \Xe U 1- f 2'-0" - 0.X 0 X. Q x 9'-2" --i --� �- I'-O" TYP. I x 5'-n" 9 12 rom I now% -"-*, H AKE R N OP\TN ___employee -owned (608) 643-4100 www.ramaker.com Al D AQUATIC DEVELOPMENT GROUP \� MARK I DATE I DESCRIPTION DATE 01 /25/2022 ISSUED: ---- 155UE STATE SUBMITTAL ---� PHASE: PROJECT TITLE: CAPE COO I N f LATAB LE PARK PROJECT OWNER: CAPE COD INFLATABLE PARK \ PROJECT LOCATION: ^ WEST YARMOUTH, \ MA55ACF1 U5ETT5 \ SHEET TITLE_ WAVE POOL DIMEN51ONAL PLAN t 0 5' 10' 20' 1 1" x 1 7" - 3/G4" = I' 2 2" x 34" - 3/3 2" =1 ' NUMBER CT52967 NUM1E R AQ 3 0.00 0 E Q. Ifs I CV N 0 �9 51 L O 6� L N O 7 N CV In U Q 0 U co CV L_ O C\I In X _ X T.O.W. ELEV. = 09.25' LINE OF FOOTING BELOW T.O.W. SLOPES 53'-0" ;� ` X ,_ � �� bit X X 8 0 I /4 38 -6 5'- 10" T.O.W. ELEV. 103.42' oll LINE OF SLAB .�- -- -- -- f / I BELOW T.O.W. SLOPES -- I 11011 -i '-G" I -6" lit T El 6'-0" 7'-2" —T- 1 T-1 0" 5'-0" OPENING T.O.W. ELEV. = 93.25' 4'-0 I0'-6 1/4" (BOTH SIDES) i. 151-011 2'-01 1 40'-0" TANK WALL (BOTH SIDES) I I WATER ELEV.= 99'-3" O, 44'-0" I i 3 2'-0" 32'-0" I 5110 I DECK I=LEV,, = 98.50' AT FLOVVRIDER EDGE, :..... TYPICAL % I I I I I I T.O.W. ELEV. = 09.25' I T.O.W. SLOPES 13'-0 1141, 3'-G" 4'-0" I 6'-0" — 7-2" I T-9 3/4" I 14'- 1 1 3/4" 5' 011 51-411 I I T.O.W. SLOPES 81, T.O.W. ELEV. = 99,25' 6'-411 \7DECK EI FV.,_= 98.50' 10'- 1 3/4 35'-1 0" AT FLOWRI DER1 EDGE, TYPICAL 3 w. x x X Jx X x-x-x- x-x- x- x- x- x- x-x- x -x -x x- x- x- x-x- x -x -x -® x-x- x- x- x-x-x- x- x- x- x-x- x-x- x- x- x- x- x-x- x- x�- x-x- x- x-x- x- x- x -x -x -x x f \� x X X x-x-x-x-xlx-x -x -x -X X ; I x >� x X I x I x I ' — DECK, LEV = 96.50' AT FLOWRI� IDER'EDGE, TYPICAL � 3 T.O.W. ELEV. = 105.92" T.O.W. ELEV. _ 105.92" e4 f � xis( ni RA�`MAKER NORTH emplayeeowned (608) 643-4100 www.ramaker.com 1111111111111116, AQUATIC DEVELOPMENT GROUP E Cert on � Seal I hereby certify that this plan, speofication, or report was prepared by me or under my direct supervrsion and that I am a duly Licensed Professional Engineer under the laws of the State of Massachusetts. o JAMES R. SKOWRONSKI fi CIVIL No. 47833 , GISTOK 6- 3/1 6 2022 gistered G it Engmeer Signature: Date: Al 3/ 1 G/22 DOH REVISION MARK I DATE DESCRIPTION DATE 01 /25/2022 ISSUED: ISSUE STATE SUBMITTAL PHASE. PROJECT TITLE: CAPE COD N ELATABLE PARK PROJECT OWNER: CAPE COD INFLATABLE PARK PROJECT LOCATION: l WE5T YARMOUTH, MA55ACN U5ETT5 5MEET TITLE: FLOWRIDER DIMEN51ONAL PLAN 0 2' 4' 8' I I" x 1 7" - 1 /8" = 1' 22" x 34" - 1 /4" =P NUOMBER 5 2 ✓QQ87 NUMB R AQ 3 O. O 2 in X'xy� OF A149, ti BRIAN G.+ CZ YERGATIAN 'aa CiV L No. 4$ € /ON BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER CAPE COD INFLATABLE PARK 4947 498, 512, 518, 526, & 532 ROUTE 28 IN WEST YARM O UTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PREPARATION PLAN OCTOBER 8, 2021 REVISIONS: NO. DATE DESC. 1 10/18/21 DESIGN REVIEW COMMENTS 2 10/22/21 SPR COMMENTS 3 12/2/21 STORMWATER PEER REV. 4 12/22/21 ZBA COMMENTS 5 1/12/22 DRAINAGE & UTILITIES 6 2/28/22 UPDATE UTILITY INFO 7 3/16/22 BUILDING PERMIT SET CAD L3UILDING DEPARTMENT' oy: PREPARED FOR: SANDBAR MANAGEMENT 512 ROUTE 28 WEST YARMOUTH, MA 02673 )M BSC GROUP 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 Q 2021 BSC Group, Inc. SCALE: 1" = 40' 0 20 40 80 FEET FILE: Projects—YAR\4859205\C\D\4859205—SP.dwg DWG.: 5474-0 JOB. N0:4-8592.05 SHEET C-100 31t61aa� BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER. CAPE COD INFLATABLE PARK 492, 4989 512, 518, 526, & 532 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) LAYOUT & MATERIALS PLAN OCTOBER 8, 2021 REVISIONS: NO. DATE DESC. 1 10/18/21 DESIGN REVIEW COMMENTS 2 10/22/21 SPR COMMENTS 3 12/2/21 112/22/21 STORMWATER PEER REV. 4 ZBA COMMENTS 5 1 /12/22 DRAINAGE & UTILITIES 6 2/28/22 UPDATE UTILITY INFO 7 3/16/22 BUILDING PERMIT SET PREPARED FOR: SANDBAR MANAGEMENT 512 ROUTE 28 WEST YARMOUTH, MA 02673 3 2021 BSC Group, Inc. SCALE: 1" = 40' 0 20 40 80 r 'ILE: Projects—YAR\4859205\C\D\4859205—SP.dwg DWG.: 5474-0 �.__,. -- SHEET C--101 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER CAPE COD INFLATABLE PARK 492, 498, 512, 5189 5267 & 532 ROUTE 28 IN WEST YARMOUTH MASSA+CHUSETTS (BARNSTABLE COUNTY) GRADING PLAN OCTOBER 8, 2021 1 10/18/21 DESIGN REVIEW COMMENTS 2 10/22/21 SPR COMMENTS 3 12/2/21 STORMWATER PEER REV. 4 12/22/21 ZBA COMMENTS 5 1/12/22 DRAIANGE & UTILITIES 6 2/28/22 UPDATE UTILITY INFO 7 3/16/22 BUILDING PERMIT SET PREPARED FOR: SANDBAR MANAGEMENT 512 ROUTE 28 WEST YARMOUTH, MA 02673 508 778 8919 a 2021 BSC Group, Inc. SCALE: 1" = 40' 0 20 40 80 rear r IE.t: I-ro]ectS—YAK\4t$59205\C\€}\4859205—SP.dwg DWG.: 5474--0 ---- „r I SHEET C-102 N/F PAULA MURRAY ASSESSORS MAP 39 PARCEL 330 CONSTANCE PAI'TERSON LIFE ESTATE ASSESSORS MAP 31 PARC17 EL 6 -04v LIFE C& N/F THE POINT LLC ASSESSORS MAP 31 PARCEL 77 N/F HOUIDAY VACAPON CONDOMINIUM ASSESSORS MAIP 31 PARCEL 78 N/F TOWN OF YARMOUTH GENEVA M SMMHUN, TR. SEPTIC SYSTEM DESIGN ASSES3SORS MAP 39 ASSESSORS MkF 39 PARCEL 328 PARCEL 312 MAXIMUM SITE CAPACITY (BASED ON MAXIMUM AMOUNT OF PARKING): 563 SPACES X 3.8 PEOPLE/SPACE = 2,139 PEOPLE S87'23'40*E 17.3.77- USE 2,200 CAPACITY FOR DESIGN LOT 3 1 0 0 #67 TOTAL SITE SEPTIC FLOW: C14. C'4 2,200 PEOPLE * 4 GPD PERSON = 8,800 GPD 0 too. 0; SYSTEM #1 4,930 GPD CAPACITY PATRICIA MCNULTY, TR. N/F MARIA GAGEIRO SYSTEM #2 4.QQO GPD CAP -ACLU A SES',SORS MAP 39 SESSORS MAP 31 7Z S8rZX4&w IKE PAR 3-49 100.00. A11,11i U AS 7N PARCEL 94 TOTAL 8,930 GPD CAPACITY 7-- DEED 23067/76 SYSTEM #1: 8,800 GPD 56% 4,928 GPD SYSTEM #2: 8,800 GPD 44% 3,872 GPD IA74 16 �7WOOMD T 32 Lo =EM #2 PROPOSED TANK SIZING CALCULATIONS ILER 7 RA U 2/3 OF VOLUME. 2,581 GPD x x N I A % X, USE 8,000 GAL TANK 2,581 GPD 300% 7,744 GAL �USE 5,500 GAL. PUMP CHAMBER F 1/3 OF VOLUME. 1,291 GPD A M\1 TANK LO 1 3 1,291 GPD 300% 3,872 GAL. - USE 4,000 GAL. < % NI DOUGUSE 2,000 GAL- PUMP CHAMBER LAS ASSESSOR TPA: L EIR ka RARCEf- DRANAE. FLOWRIDER DEED 25057 62 B IN SYSTEM #2 PLAN 198/1115-5 AS, i r EXISTING 4,000 GPD, LEACHING SYSTEM TO REMAIN nN PTI ANG F1 600-GALLON �A- 4,000 GALLON wY FILTER BACKWASH 25 LEACHING PIT FOR 4eF5-ti 2-COMPARTMENT TANK ,0 I(IN "-3.40 I(OUT)--93.15 '5-7 40 SC R, N, 8"X8"X4* TEE 4*X2" REDUCER, 2" WATER<11 SERVI N �v : k 6� EXISTING INDIVIDUAL L 55 0 �A LEACHING PITS FOR MOTEL ROOMS TO ' REMAIN -4 WO SYSTEM #1 i L EXIS11NG 4,930 GPD D LEACH SYSTEM I(OUT)=.95.00 N TO REMAIN 4" SCH. 40 PVC 4" SCH. 40 ®©1I(OUT)=9494.5 SECOND LEAC G S CKS LE PROPOSED WATERPARK PITS CONTRACTOR TO H Rid 2,000 N It I I VERIFY PIPE AN PUMP BER FUTURE EXPANSION AREA 4,930 DIAMETER. ADJUST I(IN)=93.05 113.5- IN FIELD IF 3'X2' DUCT GPD I(OUT)=92.80 M NECESSARY BANK 4- 15 1-" PWR WATER I I N t: . -1 1 � I K 11"�' V9\�Ww I D ATP I MV, =94.00 'v 3'X2' DUCT I(OUT) L ct Om BANK \L F PIT I Z� 1-2 PWR A 5 f1ro ec w K DO LDIN AKI I/Ally 0 %Z� 7 PA RC E L 2 .5-IN FM I (EDYy, C 91", JVOTEL ASSESSORZ3 MIA 31 NJ24' i UNITS 2 L4p- 2&2 DF g0 SCH. 6,2 4w -,7,7 , 11 7w 40 PVC 0) F7 fli 2" WATER t --w- 2,000 GALLON SERVICE SHED - S8vjO'1O"W 124-98' 1()011 SETTLING TAN l(IN)=92.50 '3�11 ON LIMIT 0 l(OUT)=92.25 SLOPED 8,000 S"DP SI 2-COMPARTMENT --7 1 IMF 5P X LAZY RIVO F" TANK ENITRANCE J -6- I(IN)m93.68 7 A - f (A-- A 5,500 GALLON l(OUT)=93.43 NCREIE PUMP CHAMBER F 7-f , � 1 ';",, POOL, L S00-L l(IN)-92.98 L AF=,3 J PAINT- ARRFICIALzA, TRSH BIN 4S CARW OOCRE -20 EXISTING 8,230 GPD I- I '2.6 -T ;4 LEACHING SYSTEM 11 1 - -71 1P f 1. LLC , f LA n. TO BE REMOVED 2* WATER I 'MOTEL A N/F UNITSPC SERVICE AL Ol 2 41 j T&C HOLPWI�', LO I 5e- ROUTE- 28 1 F 751 COOL 79 AR FA SESSORS MAP 31 PO Err 32953, PAC',E 145 < Lj PARCEL 81 z aon"Xe TEE 0 E CO1 000-GALLON 3 u-'s -S F". 4"X2" REDUCER w w w W__2*A x mwdl' � 11N N I -E 2 SETTLING TANK FOR EXISTING INDIVIDUAL WATER w SERVICE 498 ROU11 32 34El LEACHING PITS FOR- FILTER BACKWASH S H 9D 04 MOTEL ROOMS TO L DE '( T ORSA REMAIN 7 MAP$1 500-GALLON 15 LEACHING PIT FOR 00 7 'r- -3± sr- FILTER BACKWASH CONCRETE 4 P -L- 5r? ARQE c;--- 3X2' UICT 9ANK I3'X2' DUCT BANK -2- 4' COMM Pukip V 4........ 3-4* PWR 4-4� PWR 0 T6F=i;7.2 0 00TEL1 -fOTEL Z wwm 1- 2-112 P%R 9 1 P TS p -I r 2- Z' PKR ,UNI MOTEL A S EDI CO N 0 R E-1 UNITS wl SPLASH PAD/ELEVATVD L 1 I 'x2' DUCT BAW PLAY 2 LJ PWR A110 COMM STRUCTURE f\ STORY (9-FAr IN I MAP 31 WA TER MA OFFICE/ : Z: STORY r Eel 1� OFFICE' APARTMENT' LCP 26266 PARCEL 84 �APPARTMEN 512 DUCT % I Z*X2* DUCT BANK YXV &AW 2-4m COMM, INDOOR POOL 2-4- 1 11 PRL 40.83- SHOP LEACHING " I /'7 , - I 2 r FORMER DONUT FORMER MOVIE 4UT THEATRE, LEACHING #540 SYSTEM REMOVED ARTIP7CIAL":- -SALr�'SS SYSTEM REMOVED N86-47-3 No '47-30!nW Do 47'30"W M. 124.ry �'ev,3�' A .40 I_ AL #83 N/F PETER FOSS ASSESSORS MAP 31 PARCEL 92 DEED 11693/165 PL.ANI 198/115 A z if= 'L OPEL", PL A N 7RFO Q;' N86*4 BAN 140.331 ROUTAF S8-y2354-F- UA /A/ ':U"1-1C--V'4R1A81-EW1DTH TREE T N/F TOWN OF YAR ASSESSORS PARCEL DEED 22051 PLA' 1401 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER CAPE COD PARK INFLATABLE FTIRK 492, 498, 512, 518, 5269 & 532 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) UTILITY PLAN OCTOBER 8, 2021 REVISIONS: NO, DATE DESC. 1 10/18/21 DESIGN REVIEW COMMENTS 2 10/22/21 SPR COMMENTS 3 t WATER PEER REV. 4 12/22/21 ZBA COMMENTS 5 1/12/22 DRAINAGE & UTILITIES 6 2/28/22 UPDATE UTILITY INFO 7 3/16/22 BUILDING PERMIT SET PREPARED FOR: SANDBAR MANAGEMENT 512 ROUTE 28 WEST YARMOUTH, MA 02673 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 2021 8SC Group, Inc. SCALE: 1" = 40' 0 20 40 80 FEET FILE: Projects-YAR\4859205\C\D\4859205-SP.dwg DWG.: 5474-0 JOB. NO: 4-8592.05 SHEET C-1 04 5" DIA. KNOCKOUT (TYP.) 1-112" TAPER r C.� C] C�O� C] ® 1:3 0 C717-1 DC7 ®OCl CIL� C7I� .m C]O OC1 ==m a" o0 oc� 00o cao 00 °° D© IQr--1 ODD C1C7 ©O FRONI MEW 20" ACCESS COVER FTO WITHIN 3 INCHES OF FINISH GRADE CONC.��I 12-36" COVER RISER 1 '„ t 36 24" G� 1� O EFFECTIVE DEPTH 0 M ® O NOTES: SIDE VIEW 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE. 2. CHAMBERS SHALL BE 500 GALLON LEACHING DRYWELL, MANUFACTURED BY SHOREY OR APPROVED EQUAL. 3. GEOTEXTILE FABRIC MAY BE USED IN LIEU OF DOUBLE WASHED STONE. 500 GALLON CONCRETE LEACHING. CHAMBER (H-20) NOT TO SCALE - COMPACT EXCAVATED SOIL ON UPSLOPE SIDE WORK AREA -/ '-jjjj"'j$jj- I i 3 1 I Mi 1"X1"X36" WOODEN STAKES PLACED 10' Q.C. FILTREXX SOXX OR APPROVED EQUAL (12"-18") AREA TO EIEI_,/ PROTECTED TI IIll I I I 1i III III I 1- NOTES: 1. ALL MATERIAL TO MEET FILTREXX SPECIFICATIONS. 2. FILTER MEDIA FILL TO MEET APPLICATION REQUIREMENTS. 3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY THE ENGINEER. ICOMPOST FILTER SOCK SCALE: NONE ALTERNATE TOP SLAB, "'�' REINFORCED TO MEET HEAVY DUTY C.I. MANHOLE H-20 LOADING FRAME & COVER ENGRAVED PER CITY/TOWN SPEC. ---_ SET FRAME IN FULL BED OF MORTAR 24" MIN. ADJUST TO REQUIRED GRADE W/MIN. OF 2 OR MAX. OF 5 RED BRICK COURSES OR EQUIVALENT z 1" DIA. DROP DIMENSION WITH REINFORCED Z FRONT TYPE -4. CONCRETE COLLARS. v M.H. STEPS, w CORROSION PRECAST REINFORCED CONCRETE ,< M.H. CONE SECTION 4 w RESIST (TYP.) N - o z *- U V-0" DIA. 2" CLEAR 1" PROVIDE "V" OPENINGS MORTAR ALL JOINTS 5" MIN. 5" MIN. r/2'-6" MAX. OUTSIDE OF 1" COVER DIA. PIP 7PIPE +2" CLEARANCE 3" MIN #3 BAR (TYP.) i° Mgm 1-#3 BAR AROUND OPENINGS 2" MIN. PIPE OPENINGS FOR PIPES 18" DIAMETER 1-1/2" TO BE PRECAST AND OVER,l" COVER 1--1/2" MIN. IN RISER SECTION 12" CRUSHED STONE 3" MIN. PREFORMED BITUMASTIG 5" MIN. j SEALANT AS SPECIFIED. PRECAST UNIT SHALL FILL AT LEAST 759 1" COVER ---i OF JOINT CAVITY. RUBBER 12" CRUSHED STONE 5" MIN,- •• OR "0" RING SET IN RECESS. JOINT TAILS BASE DETAIL NONE 1� FILTER FABRIC RIGID EDGING 4" COMPACTED DENSE -GRADED CRUSHED STONE 8" COMPACTED GRAVEL BORROW COMPACTED SUBGRADE CRUSHED SHELL PAVING - VEHICULAR SCALE: NONE 1/2" CHAMFER 6w 3/4" R HOT MIX ASPHALT WEARING COURSE FINISH GRADE a 4 HOT MIX ASPHALT co BINDER COURSE PRECAST REINFORCED CONCRETE CURB, 3,000 <' P.S.I. MIN. STRENGTH, W-0" STANDARD LENGTH ... a.` }4 :. "rile, • d REINFORCEMENT AS PER " MANUFACTURERS DESIGN 77.7 3000 PSI CONCRETE COMPACT GRAVEL BORROW BASE (M 1.03.0 C) PRECAST CONCRETE CURB SCALE: NONE PERIMETER STONE (SEE NOTE 4) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) 12" (300 ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE 1N A & B LAYERS END CAP V V (SEE NOTE 3) 50' LONG x 15' WIDE (MIN.) STONE PAD ■I Ai&ITAI\I M" i\II&IN m" L-- GEOTEXTILE FABRIC TEMPORARY CONSTRUCTION ENTRANCE SCALE: NONE EXISTING PAVEMENT TER BASKETS SHALL BE LT SACK", BY ACF ENVIROMENTAL )0-644-9223), WDY SACK", BY DANDY PRODUCTS )0-591-2284); RAIN PAC" (800-272--2832) OR PROVED EQUIVALENT (FOR USE WITH EXISTING CATCH BASINS) NOTE: FILTER BASKETS TO BE PLACED IN ALL CATCH BASINS IN THE VICINITY OF NEW CONSTRUCTION. CATCH BASINS ARE TO BE PROTECTED AS SHOWN, WITH MINIMUM WEEKLY MAINTENANCE, OR AS REQUIRED AND REPLACED IF NECESSARY. )IMENT FILTER INLET PRCT[ ``uLl,l? PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) `TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAV5D a INSTALLATIONS WHERE PUTTING FROM VEHICLES MAY OCCUR, 'w 24„ 7.0' INCREASE COVER TO 30" (750 mm). t ' ` (2.1 m) a ... .s (600 mm) MIN* MAX 12" (300 mm) MIN e 60" *'THIS CROSS SECTION DETAIL REPRESENTS (1524 mm) MINIMUM REQUIREMENTS FOR INSTALLATION. PLEASE SEE THE LAYOUT SHEET(S) FOR PROJECT SPECIFIC REQUIREMENTS, -._L DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 9" (230 mm) MIN 9" 100" (2540 mm) --- 12" (300 mm) MIN I mm) MIN NOTES: 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 60x101 2. MC-4600 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3". • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBSIINIIN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73" F / 23" C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. ADS STORMTECH MC-4500 _CROSS SECTION DETAIL SCALE: NONE 2' TO 4' 5" MIN. PRECAST UNIT 12" CRUSHED STONE BASE ALTERNATE ECCENTRIC CONE SECTION BASE DETAILS w 1 24 SQUARE OPENING a - (TYP.) 5" MIN. ° ` 1 48" DIA. MANHOLE 1 1 j2" MIN, ALTERNATE ZQP SLAB (TYP.) 5' ASPHALT PAVED APRON CONCRETE SLAB 3" MIN. (3000 PSI) FRAME AND GRATE PER (I YP) MUNICIPAL STANDARDS JOINT AILS RED BRICKS MAY BE USED 2'-0"f 1" FOR GRADE ADJUSTMENTS c`I.I r + ` DIAMETER (MIN. 2, MAX. 5 COURSES). FRAME TO BE SET IN FULL >� �-', BED OF MORTAR. CL SEE JOINT DETAILS PROVIDE "V" OPENING p z 0 d 4'-0"f 1" DIAMETER GROUT ALL AROUND x T F O OUTSIDE OF PIPE w �,0( a r & 2" CLEARANCE NYQI.S_ > MORTAR ALL JOINTS 1. ALL PRECAST JOINTS TO BE SEALED WITH BUM RUBBER. 5" MIN. LeBARON "SNOUT" TRAP 2. DESIGN TO CONFORM TO ;i H-20 LOADING. i HOT MIX ASPHALT TOP COURSE HOT MIX ASPHALT TOP JOINT TO BE BINDER COURSE SEALED WITH AN EMULSION AND SAND MIX / EXIST. PAVEMENT ; .:. EXIST. GRAVEL BASE 12 COMPACTED GRAVEL BORROW':', SUB GASE..,(M.1,0310.. TYPE .C)..a ,;;..,:: -: PPLY TACK COAT OF R5-1 - EMULSION TO VERTICAL FACE "I' EXISTING /ram COMPACTED SUBGRADE REMOVE UNSUITABLE TOO THE PLACEMENTENT OF THE PRIOR MATERIAL AND REPLACE WITH GRAVEL (TYPE NEW HOT MIX ASPHALT A) COMPACTED IN 6" LIFTS UT EXISTING PAVEMENT IN A NEAT LINE USING SAW CUT METHOD ONLY THROUGH ENTIRE DEPTH OF EXISTING PAVEMENT NONE -1/2" HOT MIX ASPHALT WEARING COURSE r-2-1/2" HOT MIX ASPHALT BINDER COURSE 4. ° . a' 12" COMPACTED GRAVEL 1 -a a : ° .p : 4 BORROW BASE _ e ; • .. Q -.° (M 1.03.0 C) 3. CONTRACTOR HAS THE ' ¢' NOTE: STANDARD DUTY FLEXIBLE PAVEMENT OPTION TO USE ALTERNATE SEE BASE DETAILS PAVEMENT SECTIONS ARE SUBJECT TO CHANGE AND WILL BE TOP SLAB. -`-- -12" CRUSHED STONE BASE BASED ON THE RESULT'S OF GEOTECHNICAL INVESTIGATIONS SCALE: NONE CONCRETE SLAB WIDTH VARIES NOTES -- BRISTLE -BROOM 1. WALK TO 6" THICK IF FINISH -•- A 1.5%'� 2" SUBJECT TO VEHICULAR LOAD. FINISH GRADE 1 �` MIN. 2. PROVIDE EXPANSION JOINTS X\\��/ AT MIN. 20 FT O.C. WITH PRE- 6 x 6"-10/10 \// °' :. ,. :.:...::... MOULDED JOINT FILLER. // WELDED WIRE MESH 8" COMPACTED GRAVEL :-.,: \. 3. PROVIDE CONTROL JOINTS AT BORROW BASE (M 1.03,0 C)� : , _: \ 5' O.C. FINISH IN /\ \\ \\/T��� 4. PROVIDE BROOM TO ,, ,, r:/i,./� DIRECTION PERPENDICULAR A CURB. CONCRETE WALK 5. CONCRETE SHALL BE 4.000 PSI -TYPE II. 1/2" PREFORMED *6. CONSTRUCTION JOINT FILLER TOLERANCE = 0.5% EXPANSION JOINT NOTES:_ a 1. EJ AT ALL INTERSECTIONS °. WALKS -EVENLY SPACE CJ BETWEEN El END W.W.M. 2" CLEAR 2• EJ ALONG ALL RETAINING WALLS, STRUCTURES, HANDICAP RAMPS, LIGHT OF EXPANSION JOINT BASES, BENCHES ETC.. USE REMOVABLE EXPANSION JOINT -SECTION A -A PVC SPACER & SILICONE JOINT FILLER. 3. ALONG GRANITE CURB PROVIDE CONTROL/'EXPANSION JOINT SPACING POLYETHYLENE BOND BREAKER & TOOL EDGE JOINT. WIDTH 111 CJ EJ 4' S' 25' 5' 5 25' 6' 6' 24' 7' 5' 28' 8' 4'x4' 24' 9' 4.5'x4.5' 27' 10' S'x5' 30' CJ= CONTROL JOINT EJ= EXPANSION JOINT CONCRETE WALKWAY SCALE: NONE PLAN VIEW TOP SLAB NOT SHOWN CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RINGS/RISERS (NOT PROVIDED BY CONTECH) PERMANENT POOL ELEVATION STORMCEPTOR INSERT m, L u.i INLET PIPE 12" [30510 DROP TEE SOLIDS STORAGE SUMP SECTION A -A 6" [15210 OIL INSPECTION PIPE (TOP 1" [251 MIN. w FROM INSIDE OF 2 TOP SLAB) j SAFETY GRATE z h N 1[i i" 24" [6jb]0 OUTLI?r RISEN GENERALNOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2, FOR SITE SPECIFIC DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.Con#echES.com 3. STORMCEPTOR WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. 4. STORMCEPTOR STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0' - Z [610], AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO. 5. STORMCEPTOR STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C476 AND AASHTO LOAD FACTOR DESIGN METHOD. 6. ALTERNATE UNITS ARE SHOWN IN MILLIMETERS [mml. STORMCEPTOR STC 900 SCALE: NONE CONTRACTOR TO GROUT TO FINISHED GRADE` GRADE RINGSIRISERS (NOT PROVIDED BY CONTECH)^ STORMCEPTOR INSERT REMOVABLE DROP TEE HANDLE INLET PIPE, OPTIONAL (IF PIPE IS REQUIRED, INVERT IS 3" p61 HIGHER THAN OUTLET INVERT) 0 ta" (3061� REMOVABLE DROPTEE SOLIDS STORAGE S4 a" Ilo2hr OIL INSPECTION PIPE (CAP OPTIONAL) �KOUITLET PIPE R W Y � SECTION A -A a"Itozlp OUTLET RISER PERMANENT 'POOL ELEVATION GENERALNOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2, FOR SITE SPECIFIC DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE- www.ContechES.com 3. STORMCEPTOR WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. 4. STORMCEPTOR STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0' - Z [810], AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEETAASHTO M306 AND BE CAST WITH THE CONTECH LOGO. 5, STORMCEPTOR STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C478 AND AASHTO LOAD FACTOR DESIGN METHOD. 6. ALTERNATE UNITS ARE SHOWN IN MILLIMETERS (mmt. STORMCEPTOR STC 4501 SCALE: NONE NOTES: I. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-20 LOADING. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM TANK COVER. 5. FILL ALL UNUSED KNOCKOUTS NTH HYDRAULIC CEMENT. MIN. 24" DIA. COVER, TYP. RAISE (2) TO WITHIN 6" OF FINISHED GRADE USING SEWER BRICK AND MORTAR AS NECESSARY 6" MAX. /- CONC. COVER _ 10" •' 10" 3 inn NOTES: - - - 7'-5" MIN 9'-11" 8'-4" TEE LIQUID TEE W/GAS 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. 10'-0" UNDER DEPTH BAFFLE ° 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-20 LOADING. - 1ST - 2ND - COVER (TYP-) 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE COMPARTMENT COMPARTMENT 8" WATERTIGHT. (5,159 GAL 6" 6" 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED WITHIN 12" OF I i (2,580 GAL} I , .. A .. .- , TANK WALL AND ACCESSIBLE FROM TANK COVER. 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. NOTES:. I. PUMP CHAMBER SHALL BE STEEL REINFORCED CONCRETE, CAPABLE OF WITHSTANDING H-20 LOADING. 17'-0" 2. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT FROM THE FACTORY. -- 16,-0" 3. INLET TEE SHALL BE SCH. 40 PVC AND SHALL BE LOCATED UNDER MANHOLE FOR EASE OF MAINTENANCE. 4. POWER CABLES TO BE PLACED IN CONDUIT IN ACCORDANCE WITH LOCAL BUILDING AND WIRE CODES. -2 5. 1/4" WEEP HOLE TO BE DRILLED BETWEEN THE QUICK DISCONNECT 24" DIA. COUPLING AND THE TANK WALL ON THE BOTTOM OF THE FORCE MAIN. I COVERS E 6. PUMP AND ALARM SHALL BE WIRED ON SEPARATE CIRCUITS. I[ 7. 2" PVC CONDUIT TO CONTROL BOX SHALL EXTEND THROUGH THE CONCRETE RISER. I - -- - & ALL UNUSED KNOCKOUTS SHALL BE FILLED WITH HYDRAULIC CEMENT. 7'-0" 9. THE QUICK DISCONNECT SHOULD BE ACCESSIBLE FROM WITHIN THE RISER. - -- (:Dc I MIN. 24" DIA. COVER, TYP. RAISE (2) TO WITHIN 6" OF FINISHED GRADE USING SEWER BRICK AND MORTAR AS NECESSARY 6" MAX PLAN VIEW 5'-2" 6" MINIMUMTir:-*1k �" 3/4" TO 1-1/2" :. e PLAN VIEW CRUSHED STONE BOSS -°-SECTION VIEW 13=_0" ° NOT TO SCALE NOTES: 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-20 LOADING. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM TANK COVER. 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. 13 - d- TI C TANK CH - 20� I-- 4'-0" " LIQUID 6 2 - - LOCATE DEPTH INLET TEE OUTLET TEE ° 7'-O" - 6>-0" UNDER COVER W/GAS BAFFLE MIN. 24" DIA. COVER, TYP. � - - " 6 RAISE (2) TO WITHIN 6" OF FINISHED 6 WALLS GRADE USING SEWER BRICK AND . ' .: MORTAR AS NECESSARY 6" MAX. CONC. COVER 6" MINIMUM PLAN VIEW 3/4" TO 1-1/2" CROSS-SECTION CRUSHED STONE 8" 10" 1 3" qN IT- '. F- 5'-7" MIN 7'-9" _ - 6'-4" TEE LIQUID `• TEE W/GAS 7' 0" UNDER DEPTH BAFFLE ° - 1ST - 2ND - COVER (TYP.) COMPARTMENT OMPARTMENT 6" 6" 6" (5,159 GAL) I I (2,580 GAL) I 1A 10'-5" 5'-1" 6" MINIMUM 3/4" TO1--1/2-O-QROSS-SECTION VIEW PLAN VIEW CRUSHED sTONE 1 NOT TO SCALE NOT TO SCALE (1) DUCTILE IRON GRATE CONCRETE POUR RING (3) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 8" FOR CORRUGATED HDPE (ADS N-12/RANCOR DUAL WALL, ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), �® PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC (CORRUGATED HDPE SHOWN) 4 CONCRETE WALKWAY OR DECK INVERT ACCORDING TO PLANS/TAKE OFF GRATE OPTIONS LOAD RATING PART# DRAINING # PEDESTRIAN/STANDARD LIGHT DUTY 0899CGS 7001-110-194 SOLID COVER LIGHT DUTY 0899CGC 7001-110-195 BRONZE NIA 0899CGB 7001-110-1% DOME NIA 0899CGD 7001-110-197 to WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, G °GS " OR 6 """ ''I MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. PRECAST CONC. DRYWELL TO MEET H-20 LOADING co I i) VARIES 24" DIA. CATCH BASIN GRATE. NEENAH R-3339-A, OR APPROVED EQUIVALENT 24" 6" o © o EM c- o 0 0 0 o c-1 o: r� o o cl ED q �• o o� o 0 0 ° FRAME & GRATE BROUGHT TO FINISH GRADE WITH BRICKS OR REINFORCED CONCRETE GRADING RINGS. FRAME TO BE SET IN FULL BED OF MORTAR FILTER FABRIC OUTLET 1-1/2" CRUSHED STONE ENVELOPED IN PERMEABLE GEOTEXTILE MIRAFl 140N, OR APPROVED EQUIVALENT 12" OF CRUSHED STONE BELOW DRY WELL 6'-0" DIA. I VARIES 2.000 GAL. PUMP CALCULATIONS DESIGN FLOW TO CHAMBER = 1,291 GPD REQUIRED EMERGENCY STORAGE = 1,291 GALLONS EMERGENCY STORAGE PROVIDED = 1,339 GALLONS NUMBER OF DAILY DOSING CYCLES = 3/4 PER DAY DEPTH ASSOCIATED WITH CYCLE = 12 INCHES 50.0 SF X 1.0 FT X 7.48 GAL/CF = 374 GAL/CYCLE DESIGN TOTAL DYNAMIC HEAD = 14 FT DESIGN FLOWRATE (GPM) = 34 GPM THE PUMP SHALL BE A MYERS SRM4 OR APPROVED EQUAL, CAPABLE OF PASSING 2-INCH SOLIDS, AND DELIVERING 34 GPM AT 14 FT OF TOTAL DYNAMIC HEAD. 5,500 GALLON PUMP CALCULATIONS DESIGN FLOW TO CHAMBER = 2,581 GPD REQUIRED EMERGENCY STORAGE = 2,581 GALLONS EMERGENCY STORAGE PROVIDED = 4,251 GALLONS NUMBER OF DAILY DOSING CYCLES = 3-4 PER DAY DEPTH ASSOCIATED WITH CYCLE = 12 INCHES 96.0 SF X 1.0 FT X 7.48 GAL/CF = 718 GAL/CYCLE DESIGN TOTAL DYNAMIC HEAD = 14 FT DESIGN FLOWRATE (GPM) = 38 GPM THE PUMP SHALL BE A MYERS SRM4 OR APPROVED EQUAL, CAPABLE OF PASSING 2-1/2 INCH SOLIDS, AND DELIVERING 38 GPM AT 14 FT OF TOTAL DYNAMIC HEAD. MYERS SRM4 DUPLEX 0.4 HP PUMPS 2.5" 90' ELBOW 2.5" SCH. 40 PVC RAISE INLET & OUTLET FORCEMAIN COVERS TO GRADE USING SEWER BRICK & MORTAR AS NECESSARY 7 2.5"X2.5" TEE 2.5#ELBOW EL 94.40 2.5" GATE VALVE- INV.=92.98 PLAN VIEW 'n •' 4,251 GAL. LAG PUMP & EMERGENCY ALARM ON INLET STORAGE 88.06 2.5" GATE VALVE ' TEE v LEAD (TYP. OF 2) 8-5" . 8PUMP 7 06 ON 2.5"X2.5" TEE 6" 6* 17 PUMP OFF -y--••-2.5" FORCEMAIN TO 86.06 LEACHING FIELD EL 85.06 2.5" 90' ELBOW 1/4" WEEP HOLE 6" MIN. 3/4" TO 1-1/2" CRUSHED STONE - CROSS -SECTION VIEW MYERS 2.5" CHECK VALVE DUPLEX (TYP. OF 2) PUMPS---r�r� jj ELEVATION 1 o'-o" 24" DIA.. COVERS 1 PLAN VIEW RAISE INLET & OUTLET 2" PVC CONDUIT TO CONTROLS 6" e 2.5" SCH. 40 PVC FORCEMAIN 4 FLOAT CONTROLS DUPLEX PUMPS (SEE DETAIL) EL 84.56 NQM PUMPS SHALL BE MYERS SRM4 (0.4 HP) OR APPROVED EQUAL AND SHALL BE CAPABLE OF DELIVERING 38 GPM ® 14 FT TOTAL DYNAMIC HEAD 5,500 GALLON PUMP CHAMBER NOT TO SCALE COVERS TO GRADE USING SEWER BRICK & MORTAR AS NECESSARY 2" PVC CONDUIT TO CONTROLS EL 94.30 6" INV.=93.05 a 2" SCH. 40 PVC 1,473 GAL �Z LAG PUMP & EMERGENCY ALARM ON FORCEMAIN 8'-7" ■ INLET STORAGE 89.22 TEE LEADPUMP 7'-4" ON FLOAT 88.22 CONTROLS • 6" 6 " s PUMP OFF 87.22 EL. 86.22 DUPLEX PUMPS (SEE DETAIL) EL. 85.72 6" MIN. 3/4" TO 1-1/2- CRUSHED STONE CROSS-SECTION VIEW NOTE PUMPS SHALL BE MYERS SRM4 (0.4 HP) OR APPROVED EQUAL AND SHALL BE CAPABLE OF DELIVERING 34 GPM 0 14 FT TOTAL DYNAMIC HEAD 2,000 GALLON..... PUMP CHAMBER NOTES: 1. PUMP CHAMBER SHALL BE STEEL REINFORCED CONCRETE, CAPABLE OF WITHSTANDING H-20 LOADING. 2. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT FROM THE FACTORY. 3. INLET TEE SHALL BE SCH, 40 PVC AND SHALL BE LOCATED UNDER MANHOLE FOR EASE OF MAINTENANCE, 4. POWER CABLES TO BE PLACED IN CONDUIT IN ACCORDANCE WITH LOCAL BUILDING AND WIRE CODES. 5. 1/4" WEEP HOLE TO BE DRILLED BETWEEN THE QUICK DISCONNECT COUPLING AND THE TANK WALL ON THE BOTTOM OF THE FORCE MAIN. 6. PUMP AND ALARM SHALL BE WIRED ON SEPARATE CIRCUITS, 7. 2" PVC CONDUIT TO CONTROL BOX SHALL EXTEND THROUGH THE CONCRETE RISER. 8. ALL UNUSED KNOCKOUTS SHALL BE FILLED WITH HYDRAULIC CEMENT, 9. THE QUICK DISCONNECT SHOULD BE ACCESSIBLE FROM WITHIN THE RISER. MYERS SRM4 DUPLEX 0.4 HP PUMPS 2" 90• ELBOW 2" SCH. 40 PVC O FORCEMAIN O 2"X2" TEE 2" 90' ELBOW 2" GATE VALVE PLAN VIEW 2" GATE VALVE (TYP. OF 2) TEE 2" FORCEMAIN TO LEACHING FIELD 2" 90' ELBOW 1/4" WEEP HOLE MYERS 2" CHECK VALVE DUPLEX � (TYP. OF 2) PUMPS ELEVATIONV. BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER CAPE COD INFLATABLE PARK 4929 498, 512, 518, 5269 & 532 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) DETAIL SHEET II OCTOBER 8, 2021 REVISIONS: NO. DATE DESC. 1 10/18/21 DESIGN REVIEW COMMENTS 2 10/22/21 SPR COMMENTS 3 12/2/21 STORMWATER PEER REV. 4 12/22/21 ZBA COMMENTS 5 1 1/12/22 DRAINAGE & UTILITIES 6 2/28/22 UPDATE UTILITY INFO 7 3/16/22 BUILDING PERMIT SET PREPARED FOR: SANDBAR MANAGEMENT 512 ROUTE 28 WEST YARMOUTH, MA 02673 508 778 8919 2021 BSC Group, Inc. SCALE: AS NOTED FILE: Projects-YAR\4859205\C\D\48592O5-SP.dwg DWG.: 5474-0 JOB. N0:4-8592.05 SHEET C-201 1 NOT TO SCALE CAPE COD INFLATABLE PARK WAVE BUILDING 518 MAIN STREET CONSTRUCTION DOCUMENTS WEST YARMOUTH, MA 02673 3/01/2022 DDAPROJECT# 21-008 PROJECT TEAM ARCHITECT: HVAC/PLUMBINGIFIRE PROTECTION/ELECTRICAL ENGINEERING: STRUCTURAL: ENGINEERING 307 WashOngWn Awanue NbsnyqMowS7uk92206MSA C�pu�to 'wm hHP13//mam�m�✓,D�G°QP�W,���u Mechanical/Electrical Engineering Consultants tSLW1Ck m-- ARCHITECT 5 , P.C. Tio,518.463.8066F[i3i5l8.463.8610 Capital District Rochester I Buffalo I Syracuse CIVIL ENGINEERING - SURVEYING cl 033 STATE STREET, SlIRE410 518.533.2171 TRANSPORTATIONENVIR4NMENT•L . a.�.�• SCHENECTADV NV 12305 www.meengineering.com 12 13 14 15 N IN L K J H G F I D G B A 4 5 6 7 DRAWING LIST ABBREVIATION PE56RIPTION ABBREVIATION DESCRIPTION ACT SUSPENDED ACOUSTICAL CEILING TILE LLH LONG LEG HORIZONTAL ADA AMERICANS WITH DISABILITIES ACT / IGG A117.1 LLV LONG LEG VERTICAL ADD ADDENDUM L56 LAMINATED SAFETY GLASS AV-1 ADJACENT LVT LUXURY VINYL TILE AFF / A.F.F. ABOVE FINISHED FLOOR AHJ AUTHORITY HAVING JUR15PICTION M/F MALE/FEMALE ALT ALTERNATE MACH MACHINE ALUM ALUMINUM MA5 MA50NRY ANOD / AN ANODIZED FIN15H MAX MAXIMUM APPROX APPROXIMATE MOF MEDIUM DENSITY FIBERBOARD ARCH ARCHITECT / ARCHITECTURAL MEGH MECHANICAL ASSOC, ASSOCIATED MEP MECHANICAL, ELECTRICAL, PLUMBING MET / MTL METAL B/5 BOTTOM OF STEEL MFR MANUFACTURE / MANUFACTURER BAL BALANCE (REMAINDER) MIN MINIMUM 1506 BUILDING MIR MIRROR BLKG BLOCKING MLP MOULDING BM / BM5 BEAM / BEAM5 M.O. / MO MA50NRY OPENING BOT / B/O / B/ BOTTOM / BOTTOM OF MP METAL PANEL BRD / BD BOARD MR6W6 M015TURE RE515TANT GYPSUM WALLBOARD BR6 BEARING MTD MOUNTED B5MT BASEMENT N NET CENTER LINE N/C NONCOMBUSTIBLE GAB CABINET NIG NOT IN CONTRACT CJ CONTROL JOINT / CONSTRUCTION JOINT NOM NOMINAL CL / GLO5 CLOSET NO (5) NUMBER(5) GLR CLEAR NITS NOT TO SCALE GLG GEILIN6 GMU CONCRETE MA50NRY UNIT OA OVERALL COL COLUMN OC / G/C ON CENTER GONG CONCRETE OCC OCCUPANT / OCCUPANTS GONT CONTINUOUS O/H OVERHEAD COUTR CONTRACTOR OPNG OPENING CORR CORRIDOR OFF HO OFF051TE HAND CPT CARPET C5LR CONCRETE 5EALER PART. PARTITION GT CERAMIC TILE P.F. PREFIN15HED GTB CERAMIC TILE BASE Pi PANEL JOINTS GTF CERAMIC FLOOR TILE PL PLATE / PLASTIC GTN CERAMIC WALL TILE PLAM /PL PLASTIC LAMINATE GN GOLD HATER PLMB6 PLUMBING PLY / PLYAP / PN PLYWOOD D DRYER / DEEP PNL PANEL DET DETAIL P / PT / PTO PAINTED) PIA DIAMETER POL POL15H / POL15HED 015F PI5PEN5ER PR PAIR DIV DIVISION PT POINT ON DOWN P.T. / PPT PRE55URE PRESERVATIVE TREATED OR OR PTB PORCELAIN TILE BASE DTL DETAIL PTO PAPER TOWEL DISPENSER DWG DRAAIN6 PTF PORCELAIN FLOOR TILE DIN D15HWA5HER PTW PORCELAIN WALL TILE EA EA QT QUARRY TILE EATO EXIT ACCESS TRAVEL DISTANCE GTF QUARRY FLOOR TILE EF5 EXTERIOR FIN15H SYSTEM (NO INSULATION) QTB QUARRY TILE BASE EHO ELECTRIC HAND DRYER EIF5 EXTERIOR INSULATED FIN15H SYSTEM R R15ER / RADIUS / RUBBER EL / ELEV ELEVATION RAD RADIUS ELEG ELEGTRIG / ELECTRICAL RB RUBBER BASE EMER EMERGENCY REF / REFRIG REFRIGERATOR EQ EQUAL REQ'D REQUIRED EQUIP / EQPM EQUIPMENT RF RE51NOU5 FLOORING EX15T / EX EXISTING RFB INTEGRAL RESINOUS FLOOR BASE EXP JT / EJ EXPANSION JOINT RH RIGHT HAND EXP EXPO5EO RHR RIGHT HAND REVERSE EXT EXTERIOR RM ROOM R.O. / RO ROUGH OPENING FD FLOOR DRAIN RP RESIN PANEL FE FIRE EXTIN&U15HER FEG FIRE EXTINGUISHER CABINET 5 SEALER FF FINISHED FACE / FIN15HEP FLOOR 5G 50LID GORE F6WB FIBERGLASS MAT FACED 6YP5UM WALLBOARD 5D 50AP D15PEN5ER FIN FIN15H / FIN15HED 5F SQUARE FEET FIXT FIXTURE 56 5AFETY GLA55 FL / FLR FLOOR 5HT SHEET FNDN / FOUND / FNO FOUNDATION 51M 51MILAR FPF6 FIREPROOFING SL GONG 5EALED CONCRETE FIR FIRE RES15TANT 5P SPANDREL GLASS FRP FIBERGLASS REINFORCED PANEL 5Q SQUARE FRT FIRE RETARDENT TREATED 55 50LIP SURFACE FRZR FREEZER 55 / 5/5 5TAINLE55 STEEL F5E FOOD SERVICE EQUIPMENT 5T 5TAIN FT FOOT / FEET 5TL / 5T STEEL FT6 FOOTING 5TOR STORAGE FURN FURNISH / FURNITURE STRUCT STRUCTURAL / STRUCTURE FURR FURRED / FURRING 5U5P SUSPENDED 5V SHEET VINYL FLOORING G 6R055 GA GAUGE T TREAD / TOP GAL GALLON T$G TONGUE AND GROOVE GALV GALVANIZE / GALVANIZED T/M / T.O.M. TOP OF MASONRY GG GENERAL CONTRACT(OR) T/5 TOP OF STEEL GFIG GOVERNMENT FURNISHED / TBB TILE BACKER BOARD CONTRACTOR INSTALLED TBO TO BE DETERMINED GL 6LA55 / GLAZING TEL TELEPHONE GNP GROUND TEMP TEMPERED / TEMPERATURE / TEMPORARY GRP GRADE T6 TEMPERED GLASS GAB GYPSUM WALLBOARD THK THICK THRU THROUGH H/L HIGH/LOW TYP TYPICAL HG / H/C HANDICAP HO HANDDRYER UGR UNDERCOUNTER REFRIGERATOR HOBO HARDBOARD U6 UNDERGROUND HDR HEADER UL UNDERWRITERS' LABORATORY HOW HARDWARE UNO / U.N.O. UNLE55 NOTED OTHERAI5E HDWD HARDWOOD UR URINAL HM HOLLOW METAL UTIL UTILITY HORIZ HORIZONTAL HR HAND RAIL V VINYL / VENT HR / HR5 HOUR / HOURS VB VINYL BASE HT HEIGHT VGT VINYL COMPOSITION TILE HTG HEATING VEN VENDOR HVAG HEATIN6/VENTILATING/AIR CONDITIONING VERT VERTICAL HW HOT WATER VEST. VESTIBULE VIF / V.I.F. VERIFY IN FIELD ID INSIDE DIAMETER VTR VENT THROUGH ROOF 16 INSULATED GLASS / INSULATED GLAZING IMP INSULATED METAL PANEL W AIDE / AA5HER INGL INCLUDING A/ WITH IN5UL INSULATION AC RATER CLOSET INV INVERT WD WOOD INTER / INT INTERIOR WP WATERPROOF NPFG WATERPROOFING JAN JANITOR GLO5ET WR WATER RE515TANT JT JOINT LAV LAVATORY LF LINEAR FEET LH LEFT HAND LHR LEFT HAND REVERSE LIN LINEN CL05ET 2 3 4 5 6 DWG. I TITLE NO. 8 9 10 GENERAL NOTES - COVER GENERAL 6001 ABBREVIATIONS, DRAWING LIST, AND GENERAL NOTES 6101 LIFE 5AFETY PLAN $ CODE SUMMARY STRUCTURAL 5101 FOUNDATION 4 FRAMING PLANS 5102 BUILDING SECTIONS 5201 M15G. DE7AIL5/6EN NOTES ARCHITECTURAL A001 GENERAL NOTES, WALL TYPES, AND LEGEND A101 WAVE BUILDING FLOOR PLAN A102 INAVE BUILDING ROOF PLAN A201 EXTERIOR ELEVATIONS B BUILDING SECTIONS A401 REFLECTED GEILIN6 PLAN A501 EXTERIOR WALL SECTIONS 6 DETAILS A601 WAVE BUILDING DOOR SCHEDULE, DOOR HARDWARE AND DETAILS A602 FIN15H SCHEDULE, FIN15H KEY 6 INTERIOR ELEVATIONS HEATING VENTILATION AND AIR CONDITIONING M000 LEGEND, ABBREVIATIONS $ NOTES M001 SPECIFICATIONS M002 SPECIFICATIONS M003 5PE6IFICATION5 M004 SPECIFICATIONS M101 HVAG HAVE POOL BUILDING PLAN PLUMBING P000 NOTES, 5GHEDULE5 8 LEGENDS P001 SPECIFICATIONS P002 5PEGIFICATION5 P003 SPECIFICATIONS P004 SPECIFICATIONS P101 PLUMBING PLAN P501 DETAILS ELECTRICAL E000 LEGEND, ABBREVIATIONS AND NOTES E001 ELECTRICAL SPECIFICATIONS E002 ELECTRICAL SPECIFICATIONS E003 ELECTRICAL SPECIFICATIONS E004 ELECTRICAL SPECIFICATIONS E005 ELECTRICAL SPECIFICATIONS E101 ELECTRICAL LIGHTING AND POWER PLAN E601 ELECTRICAL DETAILS E101 SCHEDULES A9 VICINITY MAP NTS 7 8 1. THE ARCHITECT WILL NOT BE RESPONSIBLE FOR, AND WILL NOT HAVE CONTROL OVER, CONSTRUCTION MEANS, METHODS, TECHNIQUE5, 5EQUENGE5 OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, AND WILL NOT BE RESPONSIBLE FOR THE FAILURE OF THE OWNER OR THEIR CONTRACTOR5, 5UBGONTRAGTOR5, OR ANYONE PERFORMING ANY OF THE WORK, TO CARRY OUT THE WORK IN ACCORDANCE WITH THE APPROVED CONTRACT. 2. IF ADDITIONAL INFORMATION, CLARIFICATION, OR INTERPRETATION OF THE CONTRACT DOCUMENT5 I5 REQUIRED, THE CONTRACTOR 15 TO SUBMIT A REQUEST FOR INFORMATION IN WRITING TO THE ARCHITECT AS A LEGIBLE AND DETAILED QUESTION, REFERENGIN6 DRAWING NUMBER AND PLAN/DETAIL/NOTE, AND PROVIDING ADDITIONAL INFORMATION (FIELD MEASUREMENTS, PHOTOGRAPHS, ETC.) A5 REQUIRED. 3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND BINDING. THE INTENTION OF THE DRAWINGS 15 TO ADEQUATELY CONVEY ALL MATERIALS, EQUIPMENT, TOOLS, SKILL, AND LABOR REQUIRED TO PROPERLY EXECUTE WORK TO PRODUCE THE INTENDED RESULTS. IT 15 THE CONTRACTOR'S RE5PON51BILITY TO REVIEW THE COMPLETE CONTRACT DOCUMENT SET AND TO COORDINATE THE WORK TO MEET THE DESIGN INTENT. THE CONTRACT DOCUMENTS CONTEMPLATE A FIN15HED PIECE OF WORK OF SUCH CHARACTER AND QUALITY AS 15 REA50NABLY INFERABLE FROM THEM. 4. IN THE CASE OF A CONFLICT BETWEEN ANY PART OR PARTS OF THE CONTRACT DOCUMENTS, OTHER THAN AN OM15SION OR FAILURE TO 5HOA DETAILS OR TO REPEAT NOTES FROM ONE PART OF THE CONTRACT DOCUMENTS TO ANOTHER APPLICABLE PART, PRECEDENCE SHALL BE IN THE FOLLOWING ORDER TO DETERMINE REQUIRED WORK: (1) ADDENDA, (2) AGREEMENT, (3) SPECIFICATIONS, ORAWIN65: (4) SCHEDULES, (5) LARGE SCALE DETAILS (I.E. GREATER THAN A 3/4" SCALE), (6) LARGE SCALE PLANS AND 5EGTION5 (I.E. AT A SCALE EQUAL TO OR GREATER THAN THE SCALE FOR THE BA51G OVERALL FLOOR PLAN OR 51TE PLAN), (1) SMALLER SCALE DETAIL ORANING5 (I.E. LE55 THAN A 3/4" SCALE), (8) SMALL SCALE PLAN AND SECTION DRAAIN65 (AT A SCALE LESS THAN THE BA51G FLOOR PLAN OR 51TE PLAN). 5. IF THERE 15 A CONFLICT BETWEEN TWO OR MORE DRAWIN65, 5TANPARD5, OR REQUIREMENTS, FOLLOW THE M05T STRINGENT, UNLESS OTHERWISE DIRECTED BY ARCHITECT. 6. THE DRAWINGS INDICATE A COMPLETE SCOPE OF WORK. DETAILS SHOWN ARE TYPICAL. 51MILAR DETAILS APPLY TO 51MILAR CONDITIONS, U.N.O. 1. IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY 5HONN ON THE DRAWINGS, THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS 51MILAR CONDITIONS THAT ARE 5HOWN OR NOTED, 8. CONTRACTOR 15 TO COORDINATE WORK BETWEEN TRADES. NOTIFY THE ARCHITECT IN WRITIN6 IMMEDIATELY IF CONFLICT 15 DETERMINED, PRIOR TO START OF WORK. q. CONTRACTORS SHALL VISIT SITE AND COMPLETELY FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS PRIOR TO EXECUTION OF ANY CONSTRUCTION. CONTACT OWNER AND/OR ARCHITECT PRIOR TO EXECUTING ANY WORK IN QUESTION. 10. CONTRACTORS ARE TO EXECUTE ALL WORK IN ACCORDANCE WITH ALL GOVERNING CODES AND REGULATIONS. 11. CONTRACTORS SHALL BE RE5PON51BLE FOR THE INGLU51ON OF ALL WORK NEGE55ARY FOR A COMPLETE INSTALLATION WHETHER OR NOT SUCH WORK 15 INDICATED IN THE CONTRACT DOCUMENTS. 12. CONTRACTOR 15 TO COORDINATE CONSTRUCTION OPERATIONS TO ENSURE ORDERLY AND EFFICIENT INSTALLATION OF EACH PART OF THE WORK, AND SEQUENCE WORK TO OBTAIN BEST RESULTS WHERE INSTALLATION OF ONE MATERIAL OR SYSTEM 15 DEPENDENT ON INSTALLATION OF ANOTHER MATERIAL OR SYSTEM. INSTALLATION OF DIFFERENT GOMPONENT515 TO BE SEQUENCED FOR MAXIMUM PERFORMANCE AND FOR ACCESSIBILITY FOR FUTURE MAINTENANCE. 13. IN AREAS WHERE THE DRAPNINC75 DO NOT APPRE55 METHODOLOGY, WORK SHALL BE PERFORMED IN 5TRIGT COMPLIANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. NOTIFY THE ARCHITECT IN WRITING OF ANY CONFLICT ARISING FROM MANUFACTURER'S REQUIREMENTS. 14. CONTRACTOR 15 TO COMPLY WITH MANUFAGTURER5' WRITTEN IN5TRUGTION5 AND RECOMMENDATIONS FOR INSTALLING PRODUCTS IN APPLICATIONS INDICATED, MAINTAIN 51TE CONDITIONS THAT WILL ENSURE THE BEST P0551BLE RESULTS OF MATERIALS AND SYSTEMS, AND SEQUENCE DELIVERY AND ON51TE STORAGE OF MATERIALS TO MAINTAIN CLEAR SPACE FOR MOVEMENT OF MATERIALS AND EQUIPMENT WITHOUT DAMAGE TO MATERIALS AND CONSTRUCTION. 15. ALL DIMENSIONS ARE TO FIN15HED FACE OF EXI5TIN6 AALL5, TO FACE OF NEW 5TUD5, TO FACE OF MASONRY, TO FACE OF CONCRETE, OR TO FACE OF EXISTING FINISHED 5URFAGE5, U.N.D. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT IN WRITIN6 PRIOR TO COMMENCEMENT OF WORK. 16. THROUGHOUT CONSTRUCTION THE CONTRACTOR 15 TO CHECK ALL DIMENSIONS ON JOB AND FULLY VERIFY PRIOR TO EXECUTION. COMMENCEMENT OF WORK INDICATES ACCEPTANCE OF EXISTING CONDITIONS. 11. PLU5/MINU5 (±) NOTATIONS ARE USED IN DIMEN51ON 5TRIN65 OR ELEVATION SYMBOLS TO ACCOUNT FOR VARIATIONS IN PRAININC75 AND FIELD CONDITIONS. VERIFY ALL PLU5/MINU5 (t) DIMEN51ON5 DURING WORK, AND NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCY OR NEGE55ARY MODIFICATIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. 18. PRIOR TO LAYING OUT NORK, CONTRACTOR 15 TO LOCATE BENCHMARKS AND CONTROL POINTS. VERIFY LAYOUT INFORMATION 5HOAN ON DRAWINGS IN RELATION TO FIELD CONDITIONS AND BENCHMARKS, ENGINEERING SYSTEMS, AND MATERIALS AND NOTIFY THE ARCHITECT IMMEDIATELY WITH ANY DISCREPANCIES KITH EXISTING CONDITIONS OR CONFLICTS WITH AORK LAYOUT. 1q. VERIFY SPACE REQUIREMENTS AND DIMEN51ON5 OF ITEMS SHOWN DIAGRAMMATICALLY ON THE DRAWINGS, INCLUDING, BUT NOT LIMITED TO, EQUIPMENT, FURNITURE, AND CLEARANCES AS IDENTIFIED IN THE CONTRACT DOCUMENTS. NOTIFY THE ARCHITECT IMMEDIATELY OF DISCREPANCIES BETWEEN THE PRAAIN65 AND FIELD CONDITIONS. 20. PRIOR TO WORK, INVESTIGATE AND CONFIRM LOCATION OF UNDERGROUND OR OTHERWISE CONGEALED UTILITIES IN WORK AREA, UTILITIES INDICATED IN CONTRACT DOCUMENTS TO BE AFFECTED BY NORK, CONDITION OF EXISTING CONSTRUCTION IN PROJECT AREA FOR MEETING PERFORMANCE INFERRED BY DRANIN65, LOCATION OF EXISTING UTILITY SYSTEMS AND ROUGH-IN5 TO BE REU5ED, AND SUITABILITY OF MATERIALS FOR INSTALLATION OF NEW CONSTRUCTION. PROCEED KITH WORK ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN RESOLVED. PROCEEDING WITH WORK INDICATES ACCEPTANCE OF SURFACES AND CONDITIONS. 21, IF THE CONTRACTOR DETERMINES THAT A SUBSTITUTE 15 REQUIRED, OR HILL PRODUCE GREATER PERFORMANCE OR COST SAVINGS, THE CONTRACTOR 15 TO PROVIDE A REA50N FOR THE SUBSTITUTE, CONFIRMATION OF COORDINATION WITH A55OGIATEO MATERIALS AND/OR SYSTEMS IN THE DESIGN, PRODUCT DATA UPON REQUEST, AND WAIVER OF RI6HT5 TO ADDITIONAL PAYMENT OR TIME IF PROPOSED 5UB5TITUTE FAILS TO PRODUCE INDICATED RESULTS. 22. CONTRACTOR 15 TO MAKE JOINTS OF UNIFORM WIDTH. WHERE JOINTS IN EXP05EP WORK ARE NOT INDICATED, ARRANGE JOINTS TO BEST VISUAL AFFECT. WHERE EDGE OF A MATERIAL ABUTS 01551MILAR MATERIAL, EDGE 15 TO BE EVEN AND LEVEL OR PLUMB. FIN15H EDGE FOR SMOOTH CONTINUOUS APPEARANCE. 23. PROVIDE SEALANT AT ALL JOINTS BETWEEN 01551MILAR MATERIALS, U.N.O. 24. CONTRACTOR 15 TO HAVE MATERIALS AND EQUIPMENT DELIVERED TO SITE, HANDLED, AND 5TORED IN A MANNER TO PREVENT DAMAGE, DETERIORATION, AND L055 BY THEFT OR VANDALISM. MATERIALS AND EQUIPMENT ARE TO BE 5TORED PER MANUFAGTURER5' WRITTEN INSTRUCTIONS. 25. DELIVERY 15 TO BE SCHEDULED TO MINIMIZE LONG-TERM STORAGE; OVERCROWDING; AND HOLDING TIME FOR COMBUSTIBLE, FLAMMABLE, OR EA51LY DAMAGED MATERIALS. PRODUCTS ARE TO BE INSPECTED UPON DELIVERY TO CONFIRM TYPE, COUNT, AND CONDITION PRIOR TO ACCEPTANCE. PRODUCTS ARE TO BE STORED IN MANUFACTURER'S CONTAINER OR PACKAGING SYSTEM WITH IN5TRUCTION5 FOR HANDLING, STORING, UNPACKING, PROTECTING, AND INSTALLING. CLEARLY LABEL FOR EASY IDENTIFICATION. 26. PROVIDE PRODUCTS COMPLETE WITH ACCESSORIES, TRIM, FIN15H, FASTENERS, AND OTHER ITEMS NEEDED FOR COMPLETE INSTALLATION TO MEETING DE516N INTENT. 9 1 10 1 1 1 12 1 13 1 14 1 15 i i ARCHITECTS,P.C. h% MD rr"' U � U F rr�ff U DD E H U E I-D-1 0 DD 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 CAPE COD INFLATABLE PARK WAVE BUILDING 512 MAIN STREET WEST YARMOUTH, MA 02673 DDA PROJECT #21-008 n No Y N.Y. qt ni OF �pS Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn JZ/AZ Project Manager RMR P.I.C. DWD SHEET TITLE ABBREVIATIONS, DRAWING LIST, AND GENERAL NOTES SHEET NUMBER G001 Q 2020 DEMBLING + DEMBUNG ARCHITECTS. P.C. N M L K J H G F E D G B A 1 2 3 4 5 6 7 j 8 9 10 11 12 13 15 0 J i� A F I L — 1-1'-11" �-" 451 - 11 'Ya " b+ 61`-%1It HAVE BU I LD I NC PROP05ED ROOF FRAM I NC FLAN 5GALE: 1/4" = 1'-0" 2 102 1 k 5-102 UPPER FLOOR ELEV. qq'-6"f Gt650N — ------TC3P-OF WACL—— — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — ----------- 4 FL. ELEV. 8a'-6" ELEV. qq'-6" t (TYPICAL) LINE OF CMU T ( WALL ABOVE I E ®12" O.G. ( 4 PROPOSED FOUNDATION #5'S I 1 VERT. SYSTEM BY OTHERS UPPER LEVEL 5" CONC. SLAB W16 x 6 x ELEV. q6'-q" ' * ( I H2A x H2A W.W.F. - r I tV i 1 HAVE GENERATION RM. BALANCE TANK DI C I" B Im ie 1 1 2 48'-0" ; 131 q":t BY OTHEIRS LI --1 .HAVE BU I LD I NC FOUNDATION FLAN SCALE: 1/4" = 1'-0" 5 6'-4" x 6-4" R.O. FOR EXHAUST FAN SEE ARCH. I DRAHIN&5 FOR DETAILS I PROVIDE (2)511x 3 " x" AN&LE LINTEL x 7'-2" LONG #4'5 a 4'-0" O.G. GROUT GORE SOLID 8" GMU (2) #5'5 CONT. TOP 5" GONG. SLAB W/ 6 x6xH2.gxW2A HHF EPDXY COATED OL LAB ELEV. FINISH GRADE VARIES 611 STRUCTURAL FILL #4'S 0 4'-0" O.G. KEY #5'S ® 2411 O.G. (5) #5'5 CONT. 06L B.O.F. ELEV. q2'-O" 11 j� It —Oil �/ 611 2'' Vim" /I FOUNDATION HALL HAVE BU I LD I NC 5CALE: 5/4" = 1'-0" LINE OF BLD&. WALL DRILL 4 &ROUT #5'S 0 12" O.G. ® DOOR 5" GONG. BLAB H/ 6 x 5" CONC. SLAB W1 6 x 6xW12AxW2AHWF 6xW12AxH2.gHWF s 'X . x X x ° x x- x X X 7 5" (1) #5 CONT. STRUCTURAL FILL 5" (2) #519 TOP 12" GONG. FDN HALL 2 DETAIL @ DOOM? / ENTRY 5-101 SCALE: 1/2" = 1'-0" " CHAMFER 5" GONG. SLAB W/ 6 x SEE CIVIL 6 x HI2.01 x H2A WWF ORAHIN&S FOR (EPDXY COATED) FIN15H &BADE 4 MATERIAL .01 6x6 HOOD COLUMN (PT) (2) #5'5 BOTTOM 8" EXTERIOR 5LAB DETAIL c_1n1 I1 I I1 6 1 7 1 8 1 9 1 10 SCALE: I/2 = I -O 11 12 4'—D" 8" GMU W/ #4'5 a 2'-8" D.G. &ROUT GORE SOLID (2) #5'S TOP #4'5 ® 2'—b" O.G. (3) #5'5 BOTTOM 1� 6" 8ll 611 I I—b It _ 2 WALL DETAIL 5-101 5GALE: 1/2" = 1'-0" 13 14 1 15 ARCHITECTS, P.C. AnD rr*"' flVECYU HE LFa �HjrEFDI�nn RS IP LAN H � H ®r" 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 CAPE COD INFLATABLE PARK WAVE BUILDING 512 MAIN STREET WEST YARMOUTH, MA 02673 1141L ENGINEERING , SURVEYING TRANSPORTATION . ENVIRONMENTAL 1150 Pawtucket Avenue Rumford,R102916 (401) 434-8880 www.cwitd.net It" to t� ick F T DDA PROJECT # Stamp G SCB DMP B RC SS ORP FOR ON G�� 2� 412�22 Drawn Project Manager P.I.C. FCCR RGR C FOUNDATION & FRAMING PLANS WAVE BUILDING FCCR L S CP S-101 ® 0.0 BC EFE BC G-E PAF(RCAR N-A+ 0 L :1 1] H L I A C C V N IN L K 1 ( 2 _ 40 DIA:_ 1 3 4 1 5 VARIES GOI;?NER INTER5EGTION F� l DOWELS TO BE SAME SIZE 4 SPACING AS HORIZ. REINF. TYP I GAL HALL VETA I L5 SCALE: 1/2" = 1'-0" 6x6-WI.4xWl.4 WELD WIRE FABRIC, CONCRETE SLAB ON BRAVE (AS OCCURS, J COORD. PAD DIMENSIONS WITH UNIT REQUIREMENTS PROVIDE ROUGH SURFACE OF CONCRETE SLAB BELOW 4 APPLY APPROVED EPDXY BONDING AGENT PRIOR TO PLACING CONCRETE PAD COORDINATE ALL HOUSEKEEPING PAD REG2UIREMENT5, INCLUDING OUANTITIES, SIZES, LOCATIONS, EMBEDDED ITEMS, ETC. WITH MEP AND ARCHITECTURAL DRAWINGS. 6 1 7 1 8 ( 9 l 10 ( 11 12 INTERRUPT EVERY OTHER HORIZONTAL BAR SEE TYPICAL WALL DETAILS FOR 2'-6" VARIES (TYP) VARIES VARIES (3' MAX. ` UNLE55 T RWISE e CONT. REINFORCING STEEL TO MATCH • BOTTOM REINFORGINC VARIES (TYPICAL) � CONT. REINFORCING 12" T*rFlCoAL 5TEPPED FOOTIN& DETAIL SCALE : NT5 CONT. T/4 DEEP SAWGUT CONT. SAWGUT JOINT FILLED CONTROL JOINT WITH JOINT SEALANT (SEE TYP. DETAIL) pxx x X IT - dx CONT. 2x4 KEY T11" �5LAB REINFORCEMENT (TYPICAL) CONCRETESLAB THICKNESS VARIES.x3'-O" LONG SMOOTH DOWELS 0 1'-0" O.G. NOTE: ALL 5AWGUT JOINTS SHALL BE NOTE: MADE WITHIN 4 HOURS OF CONCRETE SUBMIT CONSTRUCTION JOINT PLACEMENT. FILL WITH JOINT SEALANT. LOCATIONS FOR APPROVAL H TYP I GAL ECRU I PMENT TYP I GAL 5LAB TYP I GAL 5LAB ON C RADE HOUSEKEEP I NC PAD DETAIL CONTROL JOINT DETAIL CONSTRUCTION JO I N,DETAIL SCALE : NT5 SCALE: NTS SCALE : NT5 NOTE5: GENERAL 12. PROVIDE TOTAL AIR ENTRAINMENT OF 4% (+) FOR ALL CONCRETE EXP05ED TO WEATHER. C I. ALL WORK SHALL CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE, ITS 13. MAXIMUM WATER/CEMENT RATIO - WIG = 0.45. (USE SUPER PLASTICIZER AS REQUIRED FOR APPLICABLE REFERENCED STANDARDS, AND LOCAL CODES. WORKABILITY) 2. IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY ALL EXISTING 14, ALL 5AW GUT JOINTS SHALL BE MADE WITHIN 4 HOURS OF CONCRETE PLACEMENT, FILL WITH CONDITIONS AND DIMENSIONS AS THEY RELATE TO NEW GONSTRUGTION. REPORT TO JOINT SEALANT. (200 SF MAX) THE ARGHITEGT/ENCINFER ALL OBSERVATIONS AND ANY DISCREPANCIES BEFORE PROGEEDING WITH ANY WORK. 15. BOTTOMS OF ALL EXTERIOR FOOTINGS SHALL BE 3'-6" MINIMUM BELOW FINISH GRADE. 3. 1T 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE FOR A 16. FOOTINGS SHALL BE STEPPED AT A MAXIMUM SLOPE OF 3 HORIZONTAL TO I VERTICAL SAFE AND EFFICIENT METHOD OF SHORING AND/OR BRAGING THE EXISTING UNLE55 NOTED OTHERWISE. E STRUCTURE DURING BOTH DEMOLITION AND NEW CONSTRUCTION PHASES. SUBMIT AN OUTLINE OF PROPOSED PROCEDURE TO THE ARGHITEGT/ENGINEER BEFORE 17. ALL FOUNDATION WALLS SHALL BE BACK FILLED AFTER 2b DAYS OF CONCRETE PLACEMENT. DEMOLITION OPERATIONS BEGIN. (THIS TIME MAY BE REDUCED IF THE WALL 15 ADEOUATELY BRACED) DURING BACKFILL 4. SUBMIT COMPLETE SHOP DRAHIN65 AND SCHEDULES OF ALL STRUCTURAL ELEMENTS OPERATIONS OF ALL FOUNDATION WALLS, THE FILL ON EITHER SIDE OF THE WALL SHALL NOT TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. EXCEED A 2'-0" DIFFERENTIAL, UNLE55 THE WALL 15 DESIGNED FOR RETAINING ACTION. Ia. ALL RETAINING WALLS SHALL BE BACK FILLED AFTER 25 DAYS OF CONCRETE PLACEMENT. 5. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING 0I0-5AFE PRIOR TO 5TARTING ANY WORK. H. PROVIDE MATCHING DOWEL5 INTO FOUNDATION WALLS AT ALL VERTICAL REINFORCEMENT. 6. REMOVE ALL TOPSOIL, EXISTING FILLS, OROANIG MATERIALS, AND FR05T 5TRUGTURAL LUMBER E DISTURBED SOILS PRIOR TO PLAGING NEW FOOTINGS 7. GONTRAGTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY AREAS DISTURBED A5 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE AMER16AN FOREST 4 PAPER ASSOC. PART OF THE STRUCTURAL MODIFICATIONS. STANDARDS AND SPECIFICATIONS, LATEST ADDITION. CONCRETE 2. ALL LUMBER USED IN A STRUCTURAL CAPACITY SHALL BE H% KILN DRIED HEM -FIR NO. I OR EQUAL, FB. 1200 PSI. I. ALL CONCRETE WORK SHALL CONFORM TO AGI 515 s 501 REQUIREMENTS. TH15 3. ANY WOOD IN DIRECT CONTACT WITH CONCRETE OF MASONRY, EXP05ED TO UNHEATED SHALL INCLUDE PROPORTIONING OF CONCRETE MIX, GONGRETE TESTING, PLACEMENT BASEMENT AND GRAWL SPACES, OR EXPOSED TO THE EXTERIOR SHALL BE PRE55URE OF CONCRETE, AND GURING PROCEDURES. TREATED. 2. CONCRETE SHALL HAVE THE FOLLOWING 2&-DAY GOMPRE551VE 5TREN6TH: 4. ALL FASTENERS SHALL BE IN CONFORMANCE WITH THE FA5TENING SCHEDULE IN THE RHODE CI. EXTERIOR 5LAB5 ON GRADE - 5,000 P51 15LAND STATE BUILDINO CODE. FASTENERS EXP05ED TO THE WEATHER SHALL BE b. FOUNDATION WALLS - 5,000 PSI (L.W) GALVANIZED OR STAINLESS STEEL. G. ALL OTHER GONGRETE - 5,000 P51 MASONRY CONSTRUCTION 3. CONCRETE REINFORGING SHALL BE IN ACCORDANCE WITH ASTM A615, GRADE 60. INSTALLATION SHALL BE IN ACCORDANCE WITH AGI 315 AND 515. 1. ALL MASONRY UNITS SHALL CONFORM TO A5TM G-GO TYPE N-I WITH THE STRENGTH OF UNITS AND MORTAR BEING SUCH THAT ALL VALUES ARE SATISFIED. 4. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH A5TM A185. 2. GROUT AND MORTAR SHALL CONFORM TO A5TM G476. TYPE M OR 5 5. PROVIDE THE FOLLOWING MINIMUM REINFORCING COVER: C a. FOOTINGS ----------------------------- 3 INCHES 3. ALL MASONRY WORK, INCLUDING CURING, ERECTION, AND WEATHER PROTECTION, SHALL b. GONG. EXPOSED TO WEATHER OR EARTH_______2 INCHES CONFORM TO THE NGMA AND AGI-531 REQUIREMENTS AND 5TANDARDS. C. 5LAB5 ON GRADE (STEEL. BARS) ------------- 2 INCHES d. SLABS ON GRADE (WWF)------------------ SEE TYP. DETAILS 4. PROVIDE GALVANIZED HORIZONTAL REINFORCEMENT @ 16" O.G. MIN. UNLE55 OTHERWISE NOTED. 6. FOUNDATIONS HAVE BEEN ASSUMED TO BEAR UPON VIRGIN SOIL OR GOMPACTED ENGINEERED FILL HAVING A MINIMUM BEARING CAPACITY OF 1.5 TONS/S.F. 5. UNLESS NOTED OTHERWISE, PROVIDE A MINIMUM OF #5 @ 4b" O.G. VERTICAL REINFORCEMENT IN ALL MASONRY WALLS. 7. ENGINEERED FILL UNDER BUILDING SHALL BE PLACED IN 8" LAYERS AND GOMPAGTED TO c15% MAX. DRY DENSITY. 6. PROVIDE ADDITIONAL VERTICAL REINFORCEMENT @ JAMBS OF ALL WALL OPENIN65, WALL ENDS, STEEL BEAMS AND ANGLE BEARING LOCATIONS. MINIMUM REINFORCEMENT SHALL 8 5. ENGINEERED FILL UNDER 5LA55 AND FOOTINGS SHALL GON515T OF GRANULAR 501L FREE BE 2-#6 VERTIGAL5 UNLE55 NOTED OTHERWISE. OF ORGANIG MATTER AND CONFORMING TO THE FOLLOWING LIMITATIONS ON GRADATION: a. MAXIMUM SIZE OF PARTICLES 3 INCHES 3 b. RETAINED ON " SIEVE 30% MAXIMUM 4 c. PA551NO NO, 100 SIEVE 45% MAXIMUM d. PA551N6 NO. 200 SIEVE 5% MAXIMUM 61. PROVIDE CORNER BARS AT ALL WALL CORNERS 4 INTERSECTIONS MATCHING HORIZONTAL REINFORCEMENT WITH 2-b" MINIMUM LAPS. A 10. LAP ALL BARS 40 DIAMETERS MINIMUM. 11. GOORDINATE LOCATION OF FOUNDATION WALL DEPRESSIONS AND OPENINGS WITH ARCHITECTURAL DRAWINGS. 1 2 3 4 5 6 7 8 9 13 14 15 RIENFORGIN6 I"xl V-GROOVE " x �" JOINT SEAL (TYP) SIZE AND 5PACING CONT. 2x4 KEY WATER STOP (WHERE INDICATED) • •' p FILL SIDE SEE WALL DETAILS I"xI" V-GROOVE - I"xl" V-GROOVE FOR REINFORCING SIZE AND 5PACING CONTROL JOINT CONSTRUCTION JOINT NOTE: NOTE: PROVIDE CONTROL JOINTS 0 20'-0" O.G. MAXIMUM PLACEMENT BETWEEN WALL MAX 0 ALL GONG. WALLS EXPOSED 24" OR CONSTR. JOINTS (FOR CONT. WALLS) SHALL GREATER ABOVE FIN15H GRADE BE (50) FEET UNLE55 NOTED OTHERWISE. COORDINATE ALL SLAB FINISHING DETAILS WITH ARCHITECT 10 MIL. VAPOR BARRIER (MIN) SLAB - W.W.F REINF. TYi' I GAL CONCRETE HALL JOINT DETAILS SCALE : NT5 COORDINATE ALL SLAB 6x6xW2AxW2A WWF ® MID. FINISHING DETAILS WITH DEPTH ARCHITECT (UNLESS NOTED OTHEREWISE) 10 MIL. VAPOR #3 a 12" O.G. (EACH WAY) .BARRIER (MIN)�2 L 4c 5" OR 6" CONCRETE SLAB ° 6" CONCRETE SLAB 0 6" MINIMUM "SAND-6RAVEL 6" MINIMUM "SAND-6RAVEL (COMPACTED) FILL (COMPACTED) UNDISTURBED NATURAL UNDISTURBED NATURAL SOILS OF COMPACTED SOILS OF COMPACTED "GRANULAR FILL" (GOORD. "61RANULAR FILL" (COORD. W/ 6EOTECHNICAL SLAB - BAR REINF, 1^V 6EOTECHNICAL ENGINEER) ENGINEER) TYP I GAL CONCRETE SLAB ON &RADE DETAILS SCALE : NT5 12 1 13 14 1 15 r6 IMIIIIIIIIIIIII U41,05 I 1 ARCH ITECTS,P.C. M AR u u uF RE 1ANIM�H 307 Washington Avenue Albany, New York 12206 USA http://vvvvvv.DDArch.com T: 518.463.8066 F: 518.463.8610 CAPE COD INFLATABLE PARK WAVE BUILDING 512 MAIN STREET WEST YARMOUTH, MA 42673 ANSPORTAION . .SURVEYING TRANSPORTATION .ENVIRONMENTAL 1150 Pawtucket Avenue CIVIL Cgwiock Rumford, RI 2916 (401) 434-8880880 T' www.ewltd.net DDA PROJECT # Stamp G SCB DMP B RC A��NGS ESS D� R `jO 21412�2 Drawn Project Manager P.I.C. FCCR RG C MISC. DETAILS/ G E N NOTES F CCR L S CP S-201 ® 0.0 BC (LE BC P_E PAFTCAR N-A+ ®I L K a G E E 0 C i A N M L K i H C F ■ C B A 2 3 NOT USED 4 5 6 7 8 ARCHITECTURAL LEGEND MATERIAL INDICATIONS EARTH O o GRANULAR FILL BRICK CONCRETE CONCRETE MA50NRY UNITS GROUT ROUGH ROOD BLOCKING SHIM FIN15H ROOD PLYWOOD MEDIUM DEN5ITY FIBER BOARD RIGID INSULATION BATT INSULATION STEEL \ NOT M-A 9 1 10 WALL INDICATIONS EXI5TIN6 AALL / PARTITION (SHADING OPTIONAL) NEW HALL / PARTITION - - NALL REMOVAL / - - - - - - - - - - - OVERHEAD CONSTRUCTION DIMENSIONING CONVENTIONS <VARIES> 4110 FACE OF STUD, GMU, OR FURRING, U.N.O. ALIGN FIN15H FACE OF NEW ALIGN CONSTRUCTION WITH FACE OF EXISTING OR NEW CONSTRUCTION A5 INDICATED. DETAIL NUMBER DETAIL TYPE / NAME (BASED ON COORDINATES AT PERIMETER OF SHEETS) Al FLOOR PLAN 1 /4" = 1'-0" A101 SCALE OF DETAIL — -r �\— DRAWING NUMBER WHERE DETAIL AA5 TAKEN PLAN, ELEVATION, SECTION, AND DETAIL TITLES Ref DETAIL NUMBER 1 1 1 A101 1 1 A101 1 1 DIRECTION OF VIEW 1 Ref DRAWING NUMBER WHERE DETAIL 15 EXTERIOR DRAWN INTERIOR VIEWS VIEWS ELEVATION INDICATORS DETAIL NUMBER 1 1 A101 A101 i DRAWING NUMBER 1 I WHERE DETAIL 15 DRAWN DETAIL INDICATORS SYMBOLS A550GIATED ROOM NUMBER 101 DOOR NUMBERS A DOOR IDENTIFIER COLUMN NUMBERS I I 1A WALL / PARTITION TYPE O WINDOW TYPE REVISION NUMBER OKEYNOTE NUMBER ELEVATION TARGET ROOM/AREA NAME ROOM NAME ROOM/AREA IDENTIFICATION ### ROOM/AREA NUMBER CEILING TYPE ELEVATION ABOVE FIN15HED FLOOR GWB 10'-6" ` FIN15H DESIGNATION REFLECTED CEILING TAG DIRECTION OF VIEW SECTION NUMBER 1 1 A101 A101 DRAWING NUMBER WHERE SECTION 15 DRAWN BUILDING SECTION INDICATORS DIRECTION OF VIEW ,01 r DETAIL NUMBER DRAWING NUMBER WHERE DETAIL 15 DRAWN DETAIL / SECTION INDICATORS 13 14 1 15 FLOOR PLAN GENERAL NOTES 1. MINOR ITEMS OF AORK SUCH AS GUTTING, PATCHING, TRIM, ETC, SHALL BE PERFORMED A5 NECESSARY TO MAKE THE AORK COMPLETE WHETHER OR NOT NOTED ON THE DRAWINGS. 2, UNFIN15HED OPENINGS, HOLES, OR 51MILAR IRREGULARITIES AT AALL5, FLOORS, OR CEILINGS IN THE WORK AREA, NHETHER EXISTING OR NEW, ARE TO BE PATCHED AND REPAIRED A5 REQUIRED TO PROVIDE SMOOTH, EVEN, GONTINUOU5 SURFACES PRIOR TO INSTALLATION OF FINISHES. 3. TO FORM A LEVEL AND UNIFORM HALL SURFACE, ALIGN FACE OF NEN WALL5 ON THE FINISH 51DE AT LOCATIONS WHERE DIFFERENT WALL TYPES ABUT EACH OTHER, U.N.O. 4. FULL HEIGHT WALL5 EXTEND TO STRUCTURE OR DECK ABOVE, U.N.O. AT AALL5 EXTENDING TO STRUCTURE OR DECK ABOVE, PROVIDE DEFLEGTION TRACKS, U.N.O. 5. AT AALL5 THAT EXTEND ABOVE CEILING, BUT NOT TO STRUCTURE OR DECK ABOVE, PROVIDE INTERNAL STRUCTURAL BRACING, OR PROVIDE DIAGONAL BRACING AT 45" O.G. ALTERNATING SIDE OF WALL AND AT EA. 51DE OF DOOR(5), EA. 51DE OF HALL, U.N.O. 6. HINGE JAMB OF DOOR5 SHALL BE 4" FROM PERPENDICULAR ADJACENT HALL, U.N.O. 1. PROVIDE SEALANT BETWEEN 01551MILAR MATERIALS. 8. SECURE NEW CONSTRUCTION WITH FA5TENER5 OF ADEQUATE 51ZE AND AT THE PROPER SPACING TO INSURE THAT ALL NEW AND EXISTING MATERIALS WILL REMAIN FIRMLY FIXED IN P051TION SHOWN. REFLECTED CEILING PLAN GENERAL NOTES 1. REFER TO 5TRUGTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, AND ELECTRICAL DRANIN65 FOR ADDITIONAL SCOPE OF AORK. COORDINATE WORK BETWEEN TRADES. NOTIFY THE ARCHITECT IN WRITING IMMEDIATELY IF CONFLICT 15 DETERMINED, PRIOR TO START OF NORK. 2. PLUS/MINU5 (+/-) NOTATIONS MAY BE USED TO IDENTIFY BOTTOM OF CEILING FIN15H ELEVATION TO ACCOUNT FOR VARIATIONS IN FIELD CONDITIONS. VERIFY ALL +/- DIMENSIONS DURING WORK. 3. REFER TO ROOM FIN15H SCHEDULE FOR CEILING FIN15HE5 AND HEIGHTS OF ALL AREAS NOT INDICATED ON A400 5ERIE5 SHEETS. 4. DIMENSIONS ARE FROM FACE OF HALL TO GENTERLINE OF CEILING TRACK, AND FROM FIN15H FLOOR TO FACE OF CEILING TILE OR CEILING SURFACE. 5. PIMEN51ONS ARE TO GENTERLINE OF LIGHT FIXTURES. U.N.O. 6. BALANCE CEILING GRIDS WITHIN EAGH SPACE, AND/OR A5 NOTED ON DRAAING5. NO CEILING TILE SHALL BE LESS THAN 4" WIDE. 1. WHERE A SINGLE FIXTURE OCCURS IN A SPACE, THE FIXTURE SHALL BE CENTERED IN THE CEILING, U.N.O. 8. FURRING CHANNELS TO BE SPACED AT 16" O.G., MAX. 9. PROVIDE UL-L15TED FIRE STOPPING MATERIAL AND A55EMBLY FOR ALL EXISTING AND NEW PENETRATIONS. 10. SEAL ALL PENETRATIONS THROUGH HALL CONSTRUCTION ABOVE NEN CEILINGS. 11. PROVIDE SOLID WOOD BLOCKING IN AALL5 AND CEILINGS A5 REQUIRED FOR PROPER INSTALLATION OF 516NA6E. GMU HALL 1. GONGRETE MA50NRY UNITS. 2. 2 x 2 FURRING AT 16" O.G. MAX. 3. (1) LAYER OF 1/2" COX PLYWOOD SHEATHING. NOTES: • PROVIDE LADDER -TYPE MA50NRY JOINT REINFORCEMENT AT 16" O.G. VERTICALLY. • INSULATE GMU GORES AT "ELECTRICAL ROOM". NALL GMU FIRE TYPE 51ZE RATING NOTE a1 8" N/A --- 1 GMU HALL 1. CONCRETE MASONRY UNITS. NOTES: • PROVIDE LADDER -TYPE MASONRY JOINT REINFORCEMENT AT 16" O.G. VERTICALLY. • INSULATE GMU CORE5 AT "ELECTRICAL ROOM NALL GMU FIRE TYPE 51ZE RATING NOTE f 2 8" N/A --- A7 WALL TYPES NTS 12 13 14 ARC HITECTS,P.C. ADD Cllffr'�:OC7U DDr7---' H 7 E ID-1 � 0 ID-1 3 ■ 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 CAPE COD INFLATABLE PARK WAVE BUILDING 512 MAIN STREET WEST YARMOUTH, MA 02673 DDA PROJECT #21-008 Aq n N NY t � .Y. F0A� f. , a Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn J7 j AF Project Manager RMR P.I.C. DWD SHEET TITLE GENERAL NOTES, WALL TYPES, AND LEGEND SHEET NUMBER A001 2 3 4 5 6 7 1 8 1 9 10 15 © 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. 1 12 3 1 4 1 5 1 6 1 7 1 8 1 0 1 10 1 11 1 12 13 1 14 1 15 FLOOR PLAN GENERAL NOTES 1. REFER TO SHEETS 6001 AND A001 FOR ADDITIONAL INFORMATION ON REQUIREMENTS FOR NEW WORK AND ON REQUIREMENTS FOR NEW WORK AT EXI5TIN6 CONSTRUCTION. 2. REFER TO Ai/A001 FOR WALL TYPES. GS LS A A201 A201 Al ABOVELINE OF ROOF FLOOR PLAN KEYED NOTES M O PROVIDE INSULATE GMU CORE5 AT "ELECTRICAL ROOM". ------------------------------------------------------------------------------------------------------- ---- OEXP05ED CONCRETE SLAB. REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION. 42 OD RAILINGS. PAINT WHI 4 ,� HIGH PAINTED WO TE. H VINYL FENCE WITH DOUBLE GATE COLOR WHITE 2'- '8,� 6' HI6 5 L 6 x 6 WOOD COLUMN WITH WHITE VINYL SLEEVE. REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION. A201 OALUMINUM LOUVER, COLOR TO MATCH SHINGLE 5IDIN6. REFER TO MECHANICAL ORAWIN65. 2 WAVE GENERATION O 45.75" x 45.15" WALL OPENING FOR FAN UNIT. REFER TO MECHANICAL ORAWING5. ROOM ull 102 2 8 F1 A602 F4 10'- 11 1/2" OIL EL: %.75' K m Al / Aq 11 A201 DS 1 A101 � N ♦ � / AS A201 VIAILI,� 102 PARTIAL 1 2 2 HEIGHT A601 I FLOOR PLAN SYMBOL LEGEND WALL, SEE _ ELEVATIONS G1 3 J7 PUMP PIT J N 1 ELECTRICAL 14'- q 11b" 2 013 A201 13' ROOM A6 CAISSON AREA, BALANCE TANK AREA 8 PUMP PIT AREA FOUNDATION d SLAB BY J4 A602 F7 101 J1 A601 OTHERS. OIL EL: %15' 2 J1 2 - 3 5 6 4 EL: 55.5 C'Sw NEW WALL CONSTRUCTION. SEE SECTIONS FOR WALL HEI&HT5. H Q101 •-------------------------------------- ------------------ ----- -- ---- ------------ ----- -- ------------------------------------------------------- Ea. - 5 1/2" Ea. 0 EQ f EQ NEW DOOR AND FRAME AS SCHEDULED. A6 c TYP. A101 5 6' - 10 3/4" +/- 6' - 5 1/2" 5" �- 15' - 111, 13' - 0" 45' 2 ALI&N FIN15H FACE OF NEW CONSTRUCTION WITH FACE OF EXI5TIN6 OR NEW ALIGN GONSTRUGTION AS INDICATED. 1 1/2" 61' - q" 1 1/2" SIM aAq WALL TYPE. G A101 D1 A201 1 XXX) DOOR NUMBER. ROOM NAME ROOM/AREA IDENTIFICATION. FIRE EXTIN6U15HER AND HANGER PLAN NORTH F F1 FLOOR PLAN 1 /411 = 1'-011 2X2" FURRING AT 16"O.C. — 2X2" FURRING AT 16"O.G: 1/2" PLYWOOD 1/2" PLYWOOD FIBER CEMENT 5HIN6LE SIDING ON WATER FIBER CEMENT SHINGLE RESISTIVE BARRIER - 5" 5IDIN6 ON WATER RESISTIVE LAP EXF05URE BARRIER - 5" LAP EXPOSURE D 2X6 NAILER AT CORNER, TYP. NOT C 5/4" CORNER BOARD USEDW1 .............. ry n 5/4 X 6 CORNER BOARDS EXPOSED GMU B 2X6 NAILER AT CORNER, TYP. 5 1/21, 1/2" PLYWOOD FIBER CEMENT SHINGLE 5IDIN6 ON WATER RESISTIVE BARRIER - 5" LAP EXF05URE A A6 PLAN CORNER DETAIL A9 PLAN DETAIL CORNER 311 = 1'-011 F1 /A101 3" _ 1,-0" F1 /A101 ARCHtTECTS,P.C. I -DI C U � U F (r_�'U U 1-01 E ■ E I -DI � 0 01 8 PLAHHr" 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 CAPE COD INFLATABLE PARK WAVE BUILDING 512 MAIN STREET WEST YARMOUTH, MA 02673 DDA PROJECT #21-008 ,� 43 ALGANY 0170 Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn JZ/AF Project Manager RMR P.I.C. DWD SHEET TITLE WAVE BUILDING FLOOR PLAN SHEET NUMBER Al 01 N M L K J H G F E D C B A 7 10 11 12 13 14 15 p 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. N M L- K J H G 7 I I C 0 A 1 1 2 1 3 I 4 5 I 62' - 3" 7 Al ROOF PLAN 1 2 3 4 5 6 7 8 9 10 a 12 4 PLAN NORTH 13 1 14 15 ROOF PLAN GENERAL NOTES 1. REFER TO SHEETS 0001 AND A001 FOR ADDITIONAL INFORMATION ON REQUIREMENTS FOR NEW WORK AND ON REQUIREMENT5 FOR NEA WORK AT EXISTING CONSTRUCTION. 2. CONTRACTOR SHALL REVIEW WEATHER FORECASTS PRIOR TO START OF WORK AND REGULARLY THROUGHOUT WORK DAY. NO AORK SHALL BE STARTED IF THREAT OF RAIN OR SNOW 15 FORECAST. NO WORK SHALL BE PREFORMED IN THE RAIN OR 5NOW. 3. ALL OPENINGS AND/OR PENETRATIONS SHALL BE SEALED PER DRAAING5 AND 5PEGIFIGATION5 FOR WATER TIGHTNESS. 4. ALL SURFACES TO RECEIVE NEW FLASHING SHALL BE GLEAN, SMOOTH, DRY, AND FREE FROM FL4W5, SHARP EDGES, L005E FOREIGN MATERIAL, OIL, AND GREASE. SHOULD SURFACE MOISTURE OCCUR, CONTRACTOR SHALL PROVIDE NECESSARY EQUIPMENT TO DRY THE SURFACE PRIOR TO APPLICATION. ROOFING SHALL NOT START UNTIL ALL DEFECTS HAVE BEEN CORRECTED. 5. GONTRACTOR SHALL PROVIDE ALL MATERIALS INCLUDING SHINGLES, UNDERLAYMENT, ADHESIVES, FLASHING, FASTENERS, METAL EDGES, ETC. FROM A SINGLE SOURCE TO GREATEST EXTENT POSSIBLE TO MAINTAIN MAXIMUM NUMBER OF COMPONENTS AITHIN THE FULL SYSTEM AARRANTY. ROOF PLAN SYMBOL LEGEND NEA ASPHALT SHINGLE ROOF MANUFACTURER: OWEN5 CORNING _ -1 PRODUCT: DURATION 5HINGLES T, COLOR: AS SELECTED BY OANER FROM MANUFACTURER'S FULL RANGE UNDERLAYMENT: •. SLOPES 4:12 AND GREATER: OWEN5 CORNING SYNTHETIC UNDERLAYMENT INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. • SLOPES 2:12 TO LE55 THAN 4:12: OAEN5 CORNING SYNTHETIC UNDERLAYMENT INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. EACH UNDERLAYMENT COURSE MUST BE OVERLAPPED AT MINIMUM OF 1/2 THE WIDTH OF THE UNDERLAYMENT PLUS 1 INCH. PROVIDE SELF -ADHERED ICE 8 AATER BARRIER ON EAVES EXTENDING UPSLOPE A MINIMUM OF 24 INCHES FROM THE INTERIOR HALL LINE. 104 r ARCHITECTS, P.C. AraAC u LI ��F ��UHE �H�EFQ 0 151 3 p LA H H � H G" 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 CAPE COD INFLATABLE PARK WAVE BUILDING 512 MAIN STREET WEST YARMOUTH, MA 02673 DDA PROJECT #21-008 OFIA Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn JZ/AF Project Manager RMR P.1,C, DWD SHEET TITLE WAVE BUILDING ROOF PLAN SHEET NUMBER Al 02 9 L_ K J H G F C D C B A 9 1 10 1 11 1 12 1 13 1 14 1 15 Q 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. 1 2 3 1 4 5 6 7 8 9 15 11 12 13 14 15 G12 A501 EXTERIOR ELEVATION GENERAL NOTES L12 B„ A501 T/ WALL (HIGH N 1. REFER TO 5HEET5 6001 AND A001 FOR ADDITIONAL INFORMATION. 2. REFER TO WALL SECTIONS AND DETAILS FOR ADDITIONAL INFORMATION. 3. REFER TO DOOR SCHEDULE FOR DOOR FINISH. _ T/ WALL (HIGH) r- I I 4 _T-� 1_i a_-, T + _—'-_ �-_• ,� = _ -L F`7 L L4�-`- 7 T- -T- T -F- r - T/ SLAB _ — — — — _g6'-9" - _ GRADE 2 2 96'-1" _ B/ CAISSON - TI WALL (LOW) 10 - - - S Q - V O Nr" 12CAISSON 99' _ 6r� T/ S — — — — SLAB — 96' 9" a GRADE 2 2 a 96'-1" B/ CAISSON H 1 TE C T M M AUCI Er � FD1 E lJ LJ L1 ■ � O IJ �J 11 IJ li ■ p 881-611 -it - 88 - 6 L 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com L L1 BUILDING SECTION L8 BUILDING SECTION T: 518.463.8066 F: 518.463.8610 1/8" = 1'-0" F1 /A101 1/8" = 1'-0" F1 /A101 REFER TO STRUCTURAL FOR GMU LOW CAPE COD INFLATABLE WALL BRACING AT COLUMN HEADER G1 PARK A501 WAVE BUILDING K 777 T/ SLAB B _I1 o`oo) 1'-0° G5 Ga A501 T/ WALL HIGH 107' - 5" 512 MAIN STREET WEST YARMOUTH, MA 02673 96' - 9" V — J T/ WALL (LOW) /1 13' - 2" :1'- 21/8" 105' - 1" 1 I T/ CAISSON 41 - 99' -6., EXTERIOR ELEVATION KEYED NOTES J O EXP05ED GMU WALL. O2 EXPOSED CONCRETE FOUNDATION WALL. J 1 EXTERIOR ELEVATION a T/ SLAB n — 96, — 9„ V O JAMES HARDIE "HARDIE 5HIN6LE 51DIN6" WITH 5" EXP05URE OVER WATER RESISTIVE BARRIER (JAMES HARDIE "HARDIEWRAP" OR EQUIVALENT). 1/8" = 1'-0" F1 /A101 H T/ WALL HI( GH) — 107' — 5° � G�6' a _ B/ CAISSON O 5/4 x 6 FIBERGEMENT TRIM BOARD. COLOR: WHITE O 6' HIGH VINYL FENCE WITH DOUBLE GATE. COLOR: WHITE. 6 6 x 6 WOOD COLUMN WITH WHITE VINYL SLEEVE. REFER TO STRUCTURAL FOR ADDITIONAL C� H K T/ SLAB INFORMATION. O42" HIGH PAINTED WOOD RAILIN65. PAINT "P1". O ASPHALT 5HINGLE ROOF WITH DOUBLE LAP UNDERLAYMENT. % _ _ 96' — 911 WAVE CA155ON CONSTRUCTION BELOW, BY OTHERS. REFER TO FLOOR PLAN. D DA PROJECT �#21-008 G 10 ALUMINUM LOUVER, COLOR TO MATCH SHINGLE SIDING. REFER TO MECHANICAL ORAWING5. 11 5/4 x 4 FIBER CEMENT TRIM BOARD AROUND PERIMETER OF LOUVER a DOOR. 12 45.15" x 45.75" WALL OPENING FOR FAN UNIT. REFER TO MECHANICAL DRAWINGS. 0 G1 EXTERIOR ELEVATION 8 V BUILDING SECTION 1/8" = 1'-0" F1 /A101 1/8" = 1'-0" F1 /A101 F! li vi3S r N.Y. �s of F 3° Stamp SYMB ISSUED FOR DATE T/ WALL (HIGI'i)—T/ 107- 5-"` WALL (HIGI-I) 107'5`�l�' CONSTRUCTION DOCUMENTS 3/01/22 tillItIl 4 E � 3 ` r i < r _ T/ SLAB 96 9 4 5 6 4 3 T/ CAISSON 99 - 6 11 _ _ _ q 10 11 T/ SLAB 6 ;� T/ SLAB _ 96 9 3 — 1 3/4 EO EQ 10 1/2 „ E 9" D D D1 SOUTH ELEVATION D8 WEST ELEVATION D13 EXTERIOR ELEVATION 1/8" = 1'-0" F1 /A101 1/8" = 1'-0" F1 /A101 1/8" = T-0" F1 /A101 C C REFER TO STRUCTURAL FOR 4 T/ WALL�HIGH) 107' - 5" V 3 3„ , . — — — _ T/ WALL (HIGH) n 107' 5" V O GMU LOW WALL BRAGIN6 AT COLUMN HEADER Drawn JZ/AF Project Manager RIVR P.L. DWD B 3 4 1 — SHEET TITLE g T/ CAISSON q _ � _ T/ CAISSON - - - T/SLAB 6 5 12 11 q 96' - g„ �r ,- o T/ SLAB 911 - 9S - B EXTERIOR ELEVATIONS & BUILDING SECTIONS SHEET NUMBER A Al NORTH ELEVATION A8 EAST ELEVATION A13 EXTERIOR ELEVATION A201 1/8" = 1'-0" F1 /A101 1/8" = 1'-0" F1 /A101 1 1 2 1 1 4 F q 1 n ? 1-� 1 n © 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. 2 I 4 1 5 1 6 7 8 N L K J H G F E C B A Al REFLECTED C 1/4" = 1'-011 1 2 FILING PLAN 3 9 10 11 12 13 14 15 REFLECTED CEILING PLAN GENERAL NOTES 1. REFER TO 5HEE% C7001 AND A001 FOR ADDITIONAL INFORMATION ON REQUIREMENTS FOR NEW WORK AND ON REQUIREMENT5 FOR NEW WORK AT EXI5TIN6 0ON5TRUCTION. PLAN NORTH REFLECTED CEILING PLAN KEYED NOTES EXP05M ROOF FRAMING. (NOT 51-10104N FOR DRAWING CLARITY) �J PROVIDE BLOCKING BETWEEN TRU55M A5 NECE55ARY FOR INSTALLATION OF LEILING MOUNTED ITEMS, INCLUDING LIGHT FIX7URE5, EXIT 5IGN5, ETC. REFLECTED CEILING PLAN SYMBOL LEGEND AREA WITH BIRD SCREENING. MANUFACTURER: "BIRD-B-GONE" BIRD NET 2000, 3/4" HEAVY DUTY. COLOR: BLACK. INSTALLATION: INSTALL PER MANUFACTURER'S IN5TRUCTION. NEW GWB CEILING WITH R-38 FIBER67LA55 BATT INSULATION EXIT EXIT 516N. 5HADING INDICATE5 FACE WITH TEXT, Fiwil ROOM/AREA IDENTIFICATION NUMBER. a EXTERIOR WALL PACK 4 LINEAR LIGHT FIXTURE r a r ; ARCHITECTS, P.C. A FD—) C cf E 6� U U F,51 E FD1 0 TDI 11�- p1AHH�H"G 307 Washington Avenue Albany, New York 12206 USA http://vvvvw.DDArch.com T: 518.463.8066 F: 518.463.8610 CAPE COD INFLATABLE PARK WAVE BUILDING 512 MAIN STREET WEST YARMOUTH, MA 02673 DDA PROJECT #21-008 �1 AL`WO Y. .." Stamps SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn AF Project Manager RMR P.I.C. DWD SHEET TITLE REFLECTED CEILING PLAN SHEET NUMBER A401 M L I: J G F I C I A 4 5 1 6 1 7 1 8 9 10 1 1 1 1 12 13 1 14 1 15 0 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. N L J H C E D C A 1 DRIP EDGE 5/5" COX PLYWOOD ROOF SHEATHING -- 1X FIBER CEMENT TRIM v- 1X FIBER CEMENT FASCIA 1/4" VENTED SMOOTH FIBER CEMENT SOFFIT PANEL WOOD ROOF TRUSS REFER TO STRUCTURAL DRAWING5 5/4 X 6 FRIEZE BOARD FIBER CEMENT SHINGLE 51DING ON WATER—RE515TIVE BARRIER — 5" LAP EXP05URE 1/2" PLYWOOD SHEATHING 2 1 3 ARCHITECTURAL ASPHALT SHINGLES ON SYNTHETIC ROOF UNDERLAYMENT L1 ROOF EAVE DETAIL 1 1/2" = 1'-0" C1/A501 HURRIC SEE ST 2X P.T. 2X2 We GMU B( FIBER SIDING RE5157 LAP E> GMU A E5L C1 WALL SECTION 3/4" = 1'-0" G8/A201 4 2X2 WOOD FURRING STRIP FIBER CEMENT SHINGLE SIDING ON WATER—RE515TIVE BARRIER — 5" LAP EXPOSURE GMU REFER TO 1 1/4" STARTER STRIP STRUCTURAL DRAWIN65 N T/ CAISSON91 /1 CONTINUOUS ° HORIZONTAL 2X2 G ° Al WALL SILL 1 1/2" = 1'-0" C 1 /A501 1 2 3 4 IGH) /1 30N ,L1 5 I 6 7 ARCHITECTURAL ASPHALT SHINGLES ON 5YNTHETIG — ROOF UNDERLAYMENT 5/5" COX PLYWOOD ROOF SHEATHING r —I F 2X8 WOOD ROOF RAFTER I I I I 2x lNOOD BLOCKING BETWEEN RAFTERS WOOD TRU55 REFER TO _ _STRUCTURAL DRAWINGS_ _ T/ WALL (HIGH) 107— 5"`—� (2) 2X P.T. WOOD TOP PLATE HURRICANE CLIP, SEE GMU BOND BEAM STRUCTURAL GMU WALL L5 ROOF DETAIL 1 1/2" = 1'-0" C5/A501 T/ WALLHIGH) 107'-5" v 2X6 LEDGER AT CEILING FRAMING — — T/ S LA.. B.-__ n 96'-9" V C5 WALL SECTION 3/4" = 1'-0" G8/A201 GMU REFER TO STRUCTURAL DRAWINGS T/ SLAB ° 96' 911 d A5 WALL SILL 1 1/2" = 1'-0" C5 /A501 5 1 6 8 9 10 R38 FIBERGLASS BATT INSULATION 2X6 CEILING FRAMING @16" O.G. 5/5" M015TURE B MOLD RE515TANT GWB CEILING 2X BLOCKING BETWEEN RAFTERS r — — SEALANT I I 11 12 NO ROOF RAFTER REFER TO STRUCTURAL DRAWING5 ARCHITECTURAL ASPHALT 5HINGLE5 ON SYNTHETIC ROOF UNDERLAYMENT 5/S" GDX PLYWOOD ROOF SHEATHING DRIP EDGE (2) 2X P.T. NOOD _ _ T/ WALL (LOW) _ TOP PLATE 105' — 1" V HALF HEIGHT HURRICANE CLIP, —� 1X FIBER CEMENT TRIM HURRICANE CLIP, SEE STRUCTURAL GMU BOND SEE STRUCTURAL BEAM 2X SUBFASGIA 5/4 X 6 FRIEZE STRUCTURAL WOOD BOARD 1X FIBER CEMENT FA56IA BEAM & COLUMN, REFER GMU BOND FIBER CEMENT SHINGLE SEALANT TO STRUCTURAL BEAM 51DIN6 ON WATER— 1/4" VENTED SMOOTH RESISTIVE BARRIER — FIBER CEMENT SOFFIT BEAM ANCHOR, REFER 5" LAP EXPOSURE PANEL TO STRUCTURAL GMU WALL 1/2" PLYWOOD SHEATHING L8 ROOF SAVE DETAIL L12 EXTE 1 1/2" = 1'-0" C8/A501 1 1 /2" = 1'-0" L8 /A201 ING zE d - Z 1-0 zo C8 WALL SECTION 3/4" = 1'-0" G8/A201 GMU REFER TO STRUCTURAL DRAWIN65 °� •. 4 , A8 WALL SILL 1 1/2" = 1'-0" C8 /A501 8 9 10 T/ SLAB 96' — 9" 2X2 WOOD FURRING STRIP FIBER CEMENT SHINGLE SIDING ON WATER—RE515TIVE BARRIER — 5" LAP EXF05URE 1 1/4" STARTER STRIP _ T/ SLAB � 96' — 9" L1 13 14 15 RIOR DETAIL C12 WALL SECTION 3/4" 1'-0" L1 /A201 WOOD ROOF RAFTER REFER TO STRUCTURAL DRAWINGS ARCH ITEGTURAL ASPHALT SHINGLES ON SYNTHETIC ROOF UNDERLAYMENT 5/8" GDX PLYWOOD ROOF 5HEATHING DRIP EDGE VALL (LOW) 105' — 1X FIBER CEMENT TRIM 2X 5UBFA5GIA 1X FIBER CEMENT FASCIA SEALANT 1/4" VENTED SMOOTH FIBER CEMENT SOFFIT PANEL Al2 A501 T/ SLAB /1 96'-9" V —ARCHITECTURAL ASPHALT 5HINGLE5 ON SYNTHETIC ROOF UNDERLAYMENT 5/8" GDX PLYWOOD ROOF SHEATHING DRIP EDGE 1X FIBER CEMENT TRIM WOOD ROOF TRU55 REFER 1X FIBER CEMENT FASCIA TO STRUCTURAL DRAWING5 +1 FIBER CEMENT SHINGLE SIDING ON WATER—RE515TIVE 5/4" WOOD BLOCKING BARRIER — 5" LAP EXPOSURE 1/2" PLYWOOD 5HEATHING Al2 ROOF RAKE DETAIL 1 1/2" = 1'-0" C12/A501 12 1 13 14 r r c ARCHITECTS,P.C. AR(r-"H�UECUU MDF 'LAHHH1 ' 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 CAPE COD INFLATABLE PARK WAVE BUILDING 512 MAIN STREET WEST YARMOUTH, MA 02673 DDA PROJECT #21-008 0 O' Y Yo _ qt I OF MP`'�'�� Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn JZ/AF Project Manager RMR P.I.C. DWD SHEET TITLE EXTERIOR WALL SECTIONS & DETAILS SHEET NUMBER A501 15 © 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. N M L K J H C E D C B A 1 2 3 4 5 6 7 8 9 10 111 12 13 1 14 1 15 DOOR GENERAL NOTES DOOR LOCATION DOOR DOOR DOOR DOOR DOOR DOOR FIRE GLAZING THRESHOLD FRAME FRAME MATERIAL FRAME HEAD JAMB SILL HARDWARE REMARKS 1. REFER TO SHEETS 6001 AND A001 FOR ADDITIONAL INFORMATION. NO. FROM LOCATION TO WIDTH HEIGHT THI6KNE55 TYPE MATERIAL FINISH RATING TYPE FINISH DETAIL DETAIL DETAIL SET 2. NOTIFY THE ARCHITECT IN WRITING OF EXI5TIN5 6ONDITION5 AFFECTING INSTALLATION OF DOORS I 101 EXTERIOR ELECTRICAL ROOM 3' - 0" 7' - 0" 1 3/4" 1 GALV HM P1 -- --- ALUM A GALV HM P1 610/A601 010/A601 A10/A601 1 102 EXTERIOR WAVE GENERATION ROOM 6' - 0" 7' - 0" 1 3/4" 2 6ALV HM P1 -- --- ALUM B 6ALV HM P1 610/A601 010/A601 A10/A601 2 HEAD $ JAMB DETAIL 5IMILAR (WITHOUT SIDING FINISH) AND/OR HARDWARE PER CONSTRUCTION DOCUMENTS PRIOR TO REMOVALS WORK. IMP _ — pi ' i 91 WiTAIi 3. REFER TO DESCRIPTIONS OF DOOR HARDWARE. IF SUBSTITUTIONS OF DOORS AND/OR HARDWARE ARE PRESENTED FOR CONSIDERATION, THE CONTRACTOR 15 RESPONSIBLE TO COORDINATE A550CIATED HARDWARE AND PROVIDE ALL COMPONENTS FOR A COMPLETE HARDWARE SYSTEM FOR THE AFFECTED DOORS. ARCH I T E C T S , P.C. M 1 DOOR SCHEDULE 4. SEE CONTRACT DOCUMENTS FOR RELATED WORK. F-01 C H � V E rr" U U FQ_1 E A N . T. S . M 5. MAINTAIN DOOR CLEARANCES PER THE CURRENTLY ADOPTED EDITION OF IGG A117.1, U.N.O. m 6. DOOR HARDWARE TO COMPLY WITH OWNER'S STANDARDS. HUE n � O � 8 AS 5CH'D A5 SCHEDULED 2 A5 5GH'D 2" 2� A5 SCHEDULED 2, d d 7. COORDINATE FINAL KEYING WITH OWNER. PROVIDE KEYS PER SPECIFICATIONS. 8. ALL METAL DOOR FRAMES SHALL BE PREPARED TO ACCEPT SILENCERS: (2) FOR PAIRS OF DOORS AND (3) FOR SINGLE DOORS. PROVIDE SILENCERS, TYPICAL, U.N.O. u CI u LJ u \J 307 Washington Avenue �, Albany, New York 12206 USA ` http://www.DDArch.com \ T: 518.463.8066 F: 518.463.8610 TYPE 1 TYPE 2 TYPE A TYPE B CAPE COD INFLATABLE FLUSH HOLLOW FLUSH HOLLOW PARK METAL DOOR METAL DOOR K WAVE BUILDING K K1 DOOR TYPE K7 FRAME TYPE 512 MAIN STREET WEST YARMOUTH, MA 02673 N.T.S. N.T.S. ABBREVIATIONS JAMES HARDIE HARDIE SHINGLE REFER TO WALL TYPES FOR ASSEMBLY ALUM: ALUMINUM P: PAINT FIBER CEMENT SHINGLE SIDING GALV HM: GALVANIZED HOLLOW METAL ON WATER-RE515TIVE BARRIER (JAMES HARDIE HARDIE WRAP OR BOND BEAM. REFER TO EQUIVALENT) - 5" LAP EXP05URE STRUCTURAL FOR REFER TO WALL TYPES 1' - 8 15/16" 1-1/4" STARTER STRIP FOR A55EMBLY - 5 1/8' 61, 2' - 8 5/8" +/- 1' - 1" 1/4" GAP (DO NOT CAULK) ALUMINUM FLASHING. INSTALL FLASHING BEHIND HOLLOW METAL MASONRY ANCHOR BOLT LIP1' WATER-RE515TIVE BARRIER OR PER STEEL LINTEL. REFER TO GMU BLOCK SIDING MANUFACTURER REQUIREMENT5 STRUCTURAL DRAWIN65 H 1/2" 5/5 5/4x4 FIBER CEMENT TRIM ACRYLIC LATEX SEALANT BOTH SIDES (TYP.) DOOR HARDWARE PRODUCTS / CODE HARDWARE, TYP. APPROPRIATE GAP $ SEALANT I HOLLOW METAL FRAME H 1 I 5TANDARD HINGES: 0.180 GAUGE HEAVY WEIGHT BALL -BEARING FULL MORTI5E HINGE, 4-1/2" x cn ALUMINUM LOUVER 1 1 4-1/2" COMMERCIAL GRADE CONTINUOUS HINGES: IVE5 112HO FULL MORTISE ALUMINUM GEARED HINGES, U528 FIN15H 2" PIA 5TAINLE55 SILENCERS: BHMA GRADE 1: NEOPRENE OR RUBBER, MIN. 1/2" PIA., FABRICATED FOR STEEL GRAB RAIL I I DRILLED IN APPLICATION TO FRAME, PROVIDE (3) AT EACH DOOR WITH (NOTE: JAMB SIMILAR. PROVIDE FLASHING TAPE AT OPENING AT JAMB) 5/4 FIBER CEMENT TRIM LOCK5ET. LOGK5ET5: BEST 93K HEAVY DUTY LINE CYLINDRICAL LOGK5ET5; 140 (ADA CONTOUR DDA PROJECT #'21 -008 5/5 NON -SLIP AROUND DOOR ANGLE TURN WITH 3 1/2" GONVEX R05E OR ESCUTCHEON); 53 (4 7/8" STRIKE TREAD5, TYP, 5/4 X 4 FIBER CEMENT TRIM FOR 1 3/4" DOORS); PROVIDED WITH UN-COMBINATED GORE, E SERIES 7-PIN 13 AROUND DOOR (GORE SIZE), E TYPE (KEYWAY), AND ALL ITEMS TO BE SATIN CHROMIUM G FINISH. USE PLASTIC DISPOSABLE GORE DURING CONSTRUCTION. COORDINATE G 6 EXTERIOR DETAIL G 10 DOOR HEAD KEYING WITH OWNER. FLUSH BOLTS: IYES F15457; TOP &BOTTOM BOLTS WITH DP2 DUST PROOF STRIKES, U526D FINISH LOCK5ET FUNCTIONS: STOREROOM (F56) CLOSERS: LGN 4040 NON -HANDED WITH #304%GN5 SPRING HOLD -OPEN GUSH ARM WITH 1 1/2" = 1-0" F1 /A602 3" = 1-011 GUSH SHOE SUPPORTS AS REQUIRED, AND MOUNTED ON PUSH 51DE OF D1 + ELEVATION m DOOR; ADJUST ALL GL05ER5 TO COMPLY WITH ADAAG 5 LB MAXIMUM OPENING �• � A601 � > 5/4 X 4 FIBER CEMENT TRIM AROUND DOOR FORGE. SADDLE THRESHOLD: ZERO INTERNATIONAL 665; ALUMINUM MILL FINISH. � ����,,; WEATHER STRIPPING. � 14.00 ZERO INTERNATIONAL 326; ALUMINUM CLEAR ANODIZED FINISH. O. , E DOOR 5WEEP: ZERO INTERNATIONAL 339; ALUMINUM CLEAR ANODIZED FINISH. NY ASTRAGAL: ZERO INTERNATIONAL 41; ALUMINUM CLEAR ANODIZED FINISH. KICK PLATE: IVE5 5400; 12" HIGH, U5260 FIN15H �'Y. 5/4 FIBER CEMENT >< qOFt0A TRIM AROUND DOOR `�' ALUMINUM LOUVER HOLLON METAL Stamp DOOR TYPE: SYMB ISSUED FOR DATE - ALUMINUM FLASHING. WODD BLOCKING DOOR FRAME CONSTRUCTION DOCUMENTS 3/01 /22 o I TYPE 1 $ 2: E SEALANT _ MANUFACTURER: GEGO DOOR PRODUCTS E 5/4x4 FIBER CEMENT TRIM i MXH I SERIES: 1-3/4" LEGION POLYSTYRENE GORE - GALVANIZED STEEL PROVIDE APPROPRIATE GAP B SEALANT REFER TOP WALL HOLLOW METAL MA50NRY i ANCHOR BOLT GAUGE: 16 G.A. GORE: POLYSTYRENE GORE JAMES HARDIE HARDIE SHINGLE FIBER X TYPE FOR A55EMBLY CEMENT SHINGLE SIDING ON WATER- ACRYLIC LATEX SEALANT BOTH PROFILE: FLUSH RESISTIVE BARRIER (JAMES HARDIER 51DE5 (TYP.) HARDIE WRAP OR EQUIVALENT) - 5" FRAME TYPE: LAP EXP05URE REFER TO WALL TYPES FOR A55EMBLY D D D1 LADDER DETAIL D3 LADDER DETAIL D6 EXTERIOR DETAIL D10 DOOR JAMB TYPE A88: MANUFACTURER: GEGO DOOR PRODUCTS SERIES: 5Q - A60 GALVANIZED STEEL 1/2" = 1'-0" D3/A601 1/2" = 1'-0" F1 /A101 1 1/2" = 1'-0" F1 /A602 3" = 1'-0" GAUGE: 14G.A. 5/4x6 P.T. RAIL5 ANCHORED __ ` TO RAILING POSTS WITH 5/5 FASTENERS. DOOR HARDWARE SCHEDULE D C SET NO. INDIVIDUAL HARDWARE GOMPONENT5 1 3 QTY 5TANDARD HINGES 2 QTY KICK PLATE EXTERIOR 1 QTY CLOSER 1 QTY LOCKSET (LOCK5ET FUNCTION: F8(5 - STOREROOM) 1 QTY WEATHER STRIPPING Drawn Project Manager P.I.C. DOUBLE 2x4 P.T. RAILING 1 QTY DOOR SWEEP 1 QTY THRESHOLD ZA F D R f R D W D POST @ 48" O.G. MAX. SHEET TITLE B NOTN SAFETY BOOTS" RAILING SYSTEM DOOR5WEEP THRESHOLD B USEDBY SAFETY MAKER INC. (OIL APPROVED AS 5GHE12ULED AS SCHEDULED 2 2 QTY CONTINUOUS HINGES WAVE BUILDING EQUIVALENT.), 4 OTY KICK PLATE ANCHORED TO CONCRETE FLOOR PER MANUFACTURER'S INSTRUCTION 2 QTY CLOSER DOOR SCHEDULE, 8 REQUIREMENTS. ° `� " " 1 QTY LOGKSET (LOGK5ET FUNCTION: F56 - STOREROOM) 1 QTY WEATHER STRIPPING DOOR HARDWARE 1 QTY DOOR 5WEEP 2x6 P.T. TOE BOARD 1 QTY THRESHOLD AND DETAILS ° 6" 1 QTY A5TRA&AL A d e." . °Q � a 2 QTY FLUSH BOLTS A SHEET NUMBER A6 EXTERIOR DETAIL A10 DOOR SILL A601 1" = 1'-0" F1 /A101 3" = 1'-0" 1 Z 4 7 O n 1 n 14 r Q 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. 1 2 3 4 5 6 7 8 9 10 11 12 13 1 14 15 FINISH GENERAL NOTES N SPACE FLOOR FLOOR NORTH BASE NORTH BASE NORTH BASE NORTH AALL NORTH HALL EAST BASE EAST BASE EAST BASE EAST HALL EAST HALL SOUTH BASE SOUTH BASE SOUTH BASE SOUTH WALL SOUTH WALL AE5T BASE WEST BASE AE5T BASE WEST WALL AEST WALL CEILING CEILING CEILING 1. REFER TO SHEETS 6001 AND A001 FOR ADDITIONAL INFORMATION. NUMBER SPACE NAME MAT'L. FIN. MAT'L. FIN. HT. MAT'L. FIN. MAT'L. FIN. HT. MAT'L. FIN. MAT'L. FIN. HT. MAT'L. FIN. MAT'L. FIN. HT. MAT'L. FIN. MAT'L. FIN. HT. *REMARK5 2. ALL MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S N 101 ELECTRICAL ROOM GONG --- --- --- --- GMU --- --- --- --- GMU --- --- --- --- GMU --- --- --- --- GMU --- GAB P4 8'-7" INSTALLATION REOUIREMENT5. REPAIRS OR REPLACEMENT OF ANY AND ALL COMPONENTS OF THE SYSTEM DUE TO DEFICIENCY IN, OR FAILURE OF, THE SYSTEM DUE TO DEVIATION FROM THE 102 WAVE GENERATION ROOM LONG --- --- --- --- GMU --- --- --- --- GMU --- --- --- --- CMU --- --- --- --- GMU --- --- --- --- PROVIDE BIRD SCREENING AT BOTTOM OF TRUSS. REFER TO REFLECTED CEILING PLAN. rrinr+Ur rnt� I URLN =? nva 1 riLLt'I I IVIN IIN� I NVU I VIVO, IINULUIJIINC'7'0UPCi-/AC t: I'KCI fiTCft I IUN, t5L I tit 50LE RESPONSIBILITY OF THE CONTRACTOR AND SHALL NOT BE GROUNDS FOR A CHANGE ORDER. 3. THE CONTRACTOR SHALL PROVIDE ALL SYSTEM COMPONENTS, MATERIALS, AND ACCESSORIES PER MANUFAGTURER'5 INSTALLATION INSTRUCTIONS AND THESE ARCHITECTURAL DRAAING5 TO MAKE THE SYSTEM WHOLE AND COMPLETE. 4. WHERE NO SPECIFIC MATERIAL RECOMMENDATION 15 MADE, THE CONTRACTOR SHALL PROVIDE MATERIALS THAT ARE COMPATIBLE TO ALL MATERIALS IN THE SYSTEM AND ADJACENT TO THE WORK. WHERE A MATERIAL HAS AN AESTHETIC IMPACT, PRODUCT INFORMATION SHALL BE SUBMITTED TO THE ARCHITECT FOR FINAL SELECTION PRIOR TO INSTALLATION. 5. REFER TO FIN15H KEY FOR ALL NOTED MATERIAL 7YPE5 AND FOR PRODUCT, MANUFACTURER, MODEL, COLOR, AND FINISH INFORMATION. ARCH I T E C T S . P.C. M M Al-D-ICITHE f f E C � U [RE u n p p ►�J�\`�JI O � � rr" M1 u FINISH 1 SCHEDULE N.T.S. L 1 FINISH KEY 307 Washington Avenue Albany, New York 12206 USA http://www.DDArCh,COm T: 518.463.8066 F: 518.463.8610 PAINT P1 P2 P3 P4 (HOLLOW METAL DOOR FRAMES) MANUFACTURER: 5HERAIN WILLIAM5 1 GT. DTM ACRYLIC, PRIMER/FIN15H 2 GT5. PRO INDUSTRIAL ACRYLIC COLOR: AHITE (TRIM ANUFACTURER: 5HERAIN WILLIAM5 M GT5. EMERALD 100% ACRYLIC LATEX COLOR: TRIM � SOFFIT: WHITE (FIBER CEMENT SIDING) MANUFACTURER: 5HERAIN WILLIAM5 2 GT5. EMERALD 100% ACRYLIC LATEX COLOR: MATCH EXISTING SHINGLE SIDING (GYPSUM AALLBOARD) MANUFACTURER: 5HERAIN WILLIAM5 1 GT. PROMAR 200 ZERO VOG LATEX PRIMER �W°T� R 2°° HP ZERO VOG INTERIOR LATEX �OO 1N K CAPE COD INFLATABLE PARK WAVE BUILDING I LD I N G 512 MAIN STREET WEST YARMOUTH, MA 02673 K 1 I I I2 � J J1 INTERIOR ELEVATION J4 INTERIOR ELEVATION 7 INTERIOR ELEVATION 1/4" = 1'-0" F1 /A101 1/4" = 1'-0" F1 /A101 1/4" = 1'-0" F1 /A101 G6 A601 1 `r r- 4 o 1 � 1 H H INTERIOR ELEVATION KEYED NOTES G DDA PROJECT #21-008 1� EXF05ED GMU WALL. O EXPOSED CONCRETE FOUNDATION HALL. 03 ALUMINUM LOUVER, COLOR TO MATCH SHINGLE SIDING. REFER TO MECHANICAL ORAAIN65. O45.75" x 45.15" )NALL OPENING FOR FAN UNIT. REFER TO MECHANICAL DRAAIN65. G D / ic- n® 9 Y. oFO��SA Stamp F F1 INTERIOR ELEVATION F4 INTERIOR ELEVATION F7 INTERIOR ELEVATION 1/4" = 1'-0" F1 A101 / �� _ �_ �� 1 /4 — 1 0 F1 A / 101 _ 1 /4" = 1 011 F1 /A101 E SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 ><E 1 D D 2 C C C1 INTERIOR ELEVATION 1/4" = 1'-011 1 F1 /A101 ABBREVIATIONS ACT: ACOUSTIC CEILING SYSTEM P: PAINT ALUM: ALUMINUM PL: PLASTIC LAMINATE GONG: CONCRETE RR. RURRFR RA(;F GPT: CARPET RF: RESINOUS FLOORING EXIST: EXISTING TO REMAIN RFB: INTEGRAL RE51NOUS FLOOR BA EXP: EXPOSED RP: TRANSLUCENT RE51N PANELS FRF: FIBERGLASS REINFORCED PANEL 55: 50LID SURFACING Drawn Z �A F Project Manager R M R P.i.c. D JV D _ 5L GONG: SEALED CONCRETE SHEET TITLE B 1 LVT: LUXURY VINYL TILE FINISH SCHEDULE, FINISH KEY & INTERIOR ELEVATIONS SHEET NUMBER A Al INTERIOR ELEVATION A602 1/4" = 1'-0" F1 /A101 1 2 3 4 5 6 7 8 D 1D 11 1? 14 Q 2020 DEMBLING + DEMBLWG ARCHITECTS, P.C. 2 3 4 5 6 I 7 8 I 9 10 12 13 14 15 UNISTRUT CHAI M HANGER RODS LABEL PIPING T IDENTIFY AS HC GAS, LIQUID OF SUCTION. L UNISTRUT CHAr4r,4`t_ INSULATION (TYP.) UNISTRUT CHANNEL DECK HOR TO DECK AL DIMENSION VARIES -1 QUANTITY OF PIPES PORTED 1LATION URE REFRIGERANT S4G TO SUPPORTS WITH UT MOUNTED CLAMP I INSULATION SHALL BE BETWEEN CLAMP AND K i I (I I PIPING. LL i I I I SECURE REFRIGERANT PIPING TO SUPPORTS WITH "CUSH-A-CLIP" BY "HYDRO-ZORB" OR EQUAL I (TYP.) I J I LIQUID LINE I SUCTION LINE H1 REFRIGERANT PIPE SUPPORT D H NOT TO SCALE EXHAUST FAN WEF-102 SEQUENCE OF OPERATIONS A WALL MOUNTED THERMOSTAT SHALL ENGERIZE THE EXHAUST FAN WEF-102 AND OPEN THE MOTORIZED DAMPER AT LOUVER WLV-102 ON A RISE IN TEMPERATURE ABOVE THE SETPOINT OF 85 DEGREES F (ADJ) AND ON A DROP BELOW THE TEMPERATURE SETPOINT 85 DEGREES F (ADJ) THE EXHAUST FAN WEF-102 SHALL DE -ENERGIZE AND THE DAMPER AT LOUVER WLV-102 SHALL CLOSE. G BUILDING WALL 2"x2"x3/16" ANGLE FRAMING ALL AROUND PLENUM DEPTH 24" UNLESS OTHERWISE NOTED I I INSULA7PI) ACCESS I DOOR I 18"x18" ACCESL — — — -J DOOR NUM TOWARDS DRAIN SOLDER PLENUM WATER TIGHT DUCT MATE 3/4" NPT DRAIN FITTING AND CHROME PLATED BRASS CAP FASTEN TO STRUCTURE, 12" O.C. SEAL BETWEEN ANGLE AND WALL WITH SEALANT ETAIL H4 LOUVER PLE NOT TO SCALE G 1 EXHAUST FAN WEF-102 CONTROLS NOT TO SCALE DUCTLESS SPLIT SYSTEM WMS-101/ WCU-101 SEQUENCE OF OPERATIONS THE UNITS SHALL BE CONTROLLED BY A FACTORY PACKAGED CONTROLS TO MAINTAIN THE SPACE TEMPERATURE SETPOINT: COOLING 75 DEGREES F (ADJ.) F- AND HEATING 68 DEGREES F (ADJ.) E1 NOT TO SCALE E D C B DUCTLESS SPLIT SYSTEM CONTROLS COORDINATE LOUVER SIZE AND LOCATION WITH CONTRACTOR FOR GENERAL CONSTRUCTION LOUVER MOTORIZED DAMPER (WHERE SHOWN ON PLANS) NUM DETAIL WAVE BLDG LOUVER SCHEDULE UNIT NO. LOCATION SERVICE TYPE MATERIAL FINISH FREE AREA (Sq. Ft.) DIMENSIONS (APPROX.) AIR PERFORMANCE MANUFACTURER & MODEL NO. REMARKS WIDTH (In.) HEIGHT (In.) DEPTH (In.) AIR FLOW (CFM) VEL (FPM) MAX P.D. (in. WC) WLV-102 RM 102 INTAKE FIXED DRAINABLE HORIZONTAL ALUMINUM I KYNAR 19,13 60 60 4 8000 418 0.05 1 AM LE-23 1,2 REMARKS: 1. PROVIDE ALUMINMUM BIRD SCREEN. 2. COLOR BY ARCHITECT. MECHANICAL GENERAL NOTES A. ALL PIPING IS TO BE RUN CONCEALED IN FINISHED AREAS. COORDINATE PIPING INSTALLATION WITH WORK OF OTHER TRADES TO ENSURE CONCEALMENT. B. COORDINATE ALL EQUIPMENT LOCATIONS AND INSTALLATION WITH THE WORK OF OTHER TRADES. COORDINATE EQUIPMENT WITH WALL, CEILING, AND FLOOR FINISHES. C. COORDINATE DIFFUSER AND GRILLES LOCATIONS WITH LIGHTING, FIRE DETECTION, AND CEILING. COORDINATE DUCTWORK WITH LIGHTING AND PIPING INSTALLERS TO ALLOW CLEARANCE FOR LIGHT FIXTURES, PIPING, AND WORK OF ALL OTHER TRADES. D. COORDINATE LOUVER, DIFFUSER, AND GRILLE FRAME TYPES TO MATE AND MATCH ADJACENT WALL AND CEILING CONSTRUCTION. E. COORDINATE DUCTWORK WITH WORK OF OTHER TRADES TO ENSURE ALL DUCTWORK IS CONCEALED, COORDINATE EXACT DIFFUSER AND GRILLE LOCATIONS TO MATCH ARCHITECTURAL REQUIREMENTS FOR SPACING AND CENTERING. F. PROVIDE MANUAL BALANCING DAMPERS FOR ALL DUCT BRANCHES SERVING SUPPLY DIFFUSERS, RETURN AIR GRILLES, LINEAR SLOTS, AND EXHAUST AIR GRILLES. G. UNLESS OTHERWISE NOTED, PROVIDE DRAINS AT ALL LOW POINTS AND VENTS AT ALL HIGH POINTS. DRAINS SHALL BE CONSTRUCTED WITH 3/4" BALL VALVE WITH HOSE CONNECTION AND END CAP. H. VERIFY THAT EQUIPMENT MATCHES FIELD VOLTAGE. COORDINATE WITH ELECTRICAL CONTRACTOR FOR REQUIREMENTS PRIOR TO ORDER. 1. INSTALLATION SHALL PROVIDE FOR SERVICE ACCESS AREAS AND COIL PULLS. CONFIRM LOCATIONS AND SERVICEABILITY PRIOR TO ORDER. J. COORDINATE ANY INTERRUPTION OF UTILITY SERVICES WITH OWNER. K. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL WORK. REFER TO STRUCTURAL DRAWINGS FOR EXACT LOCATIONS OF BUILDING STRUCTURAL ELEMENTS. COORDINATE ALL EQUIPMENT LOCATIONS, CONCEALMENT, AND SURFACE FINISH TREATMENTS WITH WORK OF ALL TRADES. IN ANY CASE OF DISCREPANCY BETWEEN THE PLANS OR IN ANY CASE WHERE SUCH ISSUES REQUIRE CLARIFICATION, NOTIFY ENGINEER IN WRITING. L. ALL PIPING AND DUCTWORK SIZES INDICATED ARE MINIMUM SIZES. LARGER SIZES MAY BE INSTALLED BY THE CONTRACTOR IN ALL CASES. EXISTING SURFACES, SUBSTRATES, OR STRUCTURE WHICH ARE PENETRATED, ALTERED, OR DAMAGED IN ANY WAY BY THE WORK ASSOCIATED WITH THIS CONTRACT SHALL BE REPAIRED SO AS TO MATCH ORIGINAL SURFACE, SUBSTRATE, OR STRUCTURE. M. ALL SURFACE MOUNTED EQUIPMENT SHALL BE FASTENED WITH ANCHORS OR FASTENERS AS SPECIFIED FOR THE SUBSTRATE. PLASTIC OR FIBER SHIELDS ARE NOT ACCEPTABLE. N. DRAWINGS ARE DIAGRAMATIC, AND DO NOT SHOW ALL RISES, DROPS, OFFSETS, AND ROUTING TO AVOID OBSTRUCTIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD CONDITIONS REQUIRING ADDITIONAL MATERIAL QUANTITIES. 0. PITCH COOLING COIL CONDENSATE PIPING AT 1" PER 10'-0" TOWARDS FLOOR DRAIN, SLOP SINK, OR HUB DRAIN. P. EXISTING CONDITIONS ARE TAKEN FROM FIELD OBSERVATIONS AND PRIOR CONSTRUCTION DOCUMENTS, WHEN AVAILABLE. THE LOCATIONS SHOWN MUST BE CONSIDERED APPROXIMATE. OTHER SUCH WORK MAY EXIST, HOWEVER LOCATION AND SIZE ARE NOT PRESENTLY KNOWN. IT IS STRONGLY ENCOURAGED TO VISIT SITE PRIOR TO BID TO REVIEW EXISTING CONDITIONS AND CONFIRM SCOPE OF WORK. COORDINATE SITE WORK WITH ALL TRADES. Q. REFER TO DRAWING MOOO FOR PROJECT DETAILS APPLICABLE TO ALL DRAWINGS REGARDLESS OF WHETHER OR NOT THEY ARE SPECIFICALLY REFERENCED. R. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES AS REQUIRED FOR THE COMPLETE INSTALLATION DESIGNED IN THE CONTACT DRAWINGS TO PERFORM AS DESCRIBED IN THE SEQUENCE OF OPERATIONS, PROVIDE WIRING AND CONDUIT REQUIRED TO CONNECT DEVICES. CONTROL WIRING IS DEFINED AS WIRING UP AND INCLUDING 120 VOLTS. INSTALL WIRING IN ACCORDANCE WITH REQUIRMENTS OF "ELECTRICAL WIRING" IN SECTION 230504 AND THE NATIONAL ELECTRIC CODE. PROVIDE ALL REQUIRED DEVICES FOR PROPER SYSTEM OPERATION, INCLUDING ELECTRICAL SWITCHES, TRANSFORMERS, RELAYS, PUSHBUTTON STATIONS ETC. ALL ACTUATION OF DAMPERS SHALL BE ELECTIC. WAVE BLDG FAN SCHEDULE UNIT NO. LOCATION SERVICE FAN CHARACTERISTICS MOTOR CHARACTERISTICS MANUFACTURER & MODEL NO. REMARKS TYPE BLADE TYPE CFM S.P. (In. WC) MAX, BHP FAN RPM SONES DRIVE RPM HP VOLTS HZ PH STARTER WEF-102 RM 102 EXHAUST WALL MOUNTED PROPELLER PROPELLER 8000 0.25 0.66 618 17.8 BELT 11725 1 208 60 3 COMBINATION GREENHECK SBE-31­136-10 1,2,3,4,5 REMARKS: 1. PROVIDE BACKDRAFT DAMPER. 2. PROVIDE UNIT MOUNTED DISCONNECT SWITCH. 3. PROVIDE 45 DEGREE ALUMINUM WEATHERHOOD WITH BIRD SCREEN. 4. PROVIDE SHORT WALL HOUSING WITH OSHA GUARD. 5. PROVIDE INDUSTRIAL EPDXY COATING WITH UV TOP COAT. HVAC SYMBOL LIST SYMBOL DESCRIPTION SYMBOL DESCRIPTION EXISTING WORK TO BE REMOVED A COMPRESSED AIR --� POINT OF CONNECTION V VENT BBD BOILER BLOW DOWN e--� POINT OF DISCONNECTION CS CONDENSER WATER SUPPLY CR CONDENSER WATER RETURN 4)DRAWING KEYNOTE CWS CHILLED WATER SUPPLY CWR CHILLED WATER RETURN DEMOLITION KEYNOTE D DRAIN FOF FUEL OIL FILL MBH THOUSAND BTU/HOUR FOG FUEL OIL GAUGE NTS NOT TO SCALE FOS FUEL OIL SUPPLY (E) EXISTING FOR FUEL OIL RETURN (L) ACOUSTIC THERMAL LINING - 1-1/2" THICK FOV FUEL OIL TANK VENT (2L) ACOUSTIC THERMAL LINING - 2" THICK G GAS (DBL) DOUBLE WALL LINED DUCT GS GLYCOL SUPPLY FPM FEET PER MINUTE GR GLYCOL RETURN CFM CUBIC FEET PER MINUTE HPWS HEAT PUMP WATER SUPPLY AFF ABOVE FINISHED FLOOR HPWR HEAT PUMP WATER RETURN AD ACCESS DOOR HWS HOT WATER SUPPLY Wm WALL TO WALL HWR HOT WATER RETURN G.C. GENERAL CONTRACTOR LPS LOW PRESSURE STEAM M.C. MECHANICAL CONTRACTOR LPC LOW PRESSURE CONDENSATE P.C. PLUMBING CONTRACTOR MPS MEDIUM PRESSURE STEAM E.C. ELECTRICAL CONTRACTOR —MPC— MEDIUM PRESSURE CONDENSATE N.O. NORMALLY OPEN HPS HIGH PRESSURE STEAM N.C. NORMALLY CLOSED —HPC— HIGH PRESSURE CONDENSATE FLEXIBLE DUCTWORK PC PUMPED CONDENSATE -H f- ®AxB FO DUCT SECTION - FLAT OVAL (FO) RD REFRIGERANT DISCHARGE RL REFRIGERANT LIQUID O 12" ROUND DUCT - IN INCHES RS REFRIGERANT SUCTION HG HOT GAS ® DUCT SECTION - SUPPLY VAC VACUUM CW DOMESTIC COLD WATER 0 DUCT SECTION - RETURN TD TRIPLE DUTY VALVE GLOBE VALVE B WIDTH A x DEPTH B BALL VALVE GATE VALVE TRANSITION SQUARE TO ROUND CONTROL VALVE THREE WAY CONTROL VALVE RISE IN DUCT - IN DIRECTION OF AIRFLOW CHECK VALVE DROP IN DUCT - IN DIRECTION OF AIRFLOW SUPPLY DUCT TURNING UP OR DOWN BALANCING VALVE D �F BUTTERFLY VALVE 24x12 DN UP }�►} RELIEF VALVE DN 24x12 UP RETURN DUCT TURNING UP OR DOWN PRV PRESSURE REDUCING VALVE — { PRESSURE/TEMPERATURE TEST PLUG N - x N 6" BOOT TAP 14x8 SUPPLY/RETURN RECTANGULAR MAIN RECTANGULAR BRANCH SINGLE LINE PIPE CONTINUED Z DOUBLE LINE PIPE OR ROUND DUCT CONTINUED DOUBLE LINE RECTANGULAR DUCT CONTINUED cV x c`fii 6" BOOT TAP 14" SUPPLY/RETURN RECTANGULAR MAIN ROUND BRANCH Q AIR FLOW PIPE ANCHOR PIPE GUIDE CONICAL 0 TEE 14" SUPPLY/RETURN ROUND MAIN ROUND BRANCH EXPANSION COMPENSATOR WITH GUIDES PRE-FAB EXPANSION LOOP STRAINER 00 LATERAL 14" SUPPLY/RETURN ROUND MAIN ROUND BRANCH PRESSURE GAUGE o THERMOMETER UNION - TV AIR VENT MITERED ELBOW WITH TURNING VANES ■ TT THERMOSTATIC TRAP ■ FT FLOAT & THERMOSTATIC TRAP ■ TD THERMODYNAMIC TRAP ■ BT BUCKET TRAP SUPPLY DIFFUSER, REGISTER OR GRILLE DIRECTION OF FLOW REDUCER RETURN REGISTER CAP OR PLUG ELBOW DOWN EXHAUST GRILLE ELBOW BOTTOM TAP ® FIN TUBE RADIATION ------------- AAD AUTOMATIC AIR DAMPER VALANCE -------------- FD FIRE DAMPER -------------- SD SMOKE DAMPER A REGISTER, GRILLE OR DIFFUSER TAG A = TYPE B =NECK SIZE ------------- FSD COMBINATION FIRE/SMOKE DAMPER B ------------- BDD BACK DRAFT DAMPER C ------------- FC FLEX CONNECTOR - DUCTWORK A LINEAR DIFFUSER TAG A = TYPE B = NECK SIZE C = DIFFUSER LENGTH D = CFM ------------- MD MOTORIZED DAMPER B —, BG BLAST GATE C — VOLUME DAMPER D SUCTION DIFFUSER F­FT­-A­1 FIN TUBE RADIATION TAG FT -A = TYPE B =FIN TUBE LENGTH C = ENCLOSURE LENGTH D = GPM FLEXIBLE CONNECTOR - PIPING DRAIN VALVE WITH HOSE CONNECTION, CAP AND CHAIN TD Q WATER FLOW SENSOR A B C RADIANT CEILING PANEL TAG A = TYPE B = LENGTH Ts WATER TEMPERATURE SENSOR sP STATIC PRESSURE SENSOR HUMIDISTAT VALANCE TAG A = TYPE B = COIL SIZE C = COOLING GPM D =HEATING GPM s� TEMPERATURE SENSOR © CARBON DIOXIDE SENSOR TB ao CARBON MONOXIDE SENSOR GAS SENSOR AIR TERMINAL UNIT AND TAG (OPTION 1) E PNEUMATIC/ELECTRIC THERMOSTAT O o 0 G THERMOSTAT/SENSOR WITH GUARD A B AIR TERMINAL UNIT TAG (OPTION 2) AUNIT NO B = MAXIMUM CFM C = MINIMUM CFM Dso DUCT SMOKE DETECTOR C WAVE BLDG DUCTLESS SPLIT SYSTEM HEAT PUMP UNIT SCHEDULE UNIT NO. INDOOR OUTDOOR LOCATION INDOOR OUTDOOR INDOOR UNIT UNIT TYPE AIR FLOW O.A. CFM EXT S.P. COOLING CAPACITY HEATING CAPACITY EAT (DEG. F) VOLTS PH POWER OUTPUT RLA SOUND PRESSURE OUTDOOR UNIT REFRIGERANT VOLTS PH MCA FAN FLA BREAKER SIZE EAT (DEG. F) SOUND PRESSURE EFFICIENCY MINMUM (SEER) TEST PROCEDURE MANUFACTURER & MODEL No. INDOOR UNIT OUTDOOR UNIT REMARKS DB WB DB WB WMS-101 WCU-101 RM 101 GRADE WALL MOUNTED (CFM) 530 0 (In. WC) 0.3 (MBH) 18.0 (MBH) 18.0 80 67 208 1 (W) 58 0.4 (dBA) 46.2 1 R-41OA 208 1 15 0.6 (AMPS) 20 95 75 (dBA) 60 21 AHRI 210/240 LENNOX MPB018S4S-1P LENNOX MWMA018S4-2P 1,2,3,4 REMARKS: 1. PROVIDE A DIVERSITECT QUICK -SLING MODEL QSWB20001 FOR MOUNTING CONDENSER ON WALL. 2. PROVIDE HAIL GUARDS. A 3. UNIT IS POWERED TO OUTDOOR UNIT THEN IT SERVICES INDOOR UNIT. 4. PROVIDE WALL MOUNTED REMOTE CONTROL. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ARC HITECTS,P.C. N M ARCS H �UEC�UU Ro-,E 0 �HUE MD�OMD 8 PLAHHHU L 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK WAVE POOL BUILDING 512 MAIN STREET WEST YARMOUTH, MA 02673 K J ENGiNEER9NG Mechanical/Electrical Engineering Consultants Capital District I Rochester I Buffalo I Syracuse 433 STATE STREET, SUITE 410 wml3m 518.S33.2171 SCHENECTADY,, NY 12306 w .—rig,rea-g—rc H DDA PROJECT #21-008 5 O Mq s' o M HA ti o S ENGINEER 0.54230 � 10NAL Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 E D C Drawn C CM Project Manager BAB P.I.C. MEK SHEET TITLE LEGEND, ABBREVIATIONS AND NOTES B SHEET NUMBER M000 A © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. 1 2 13 SECTION 233100 -SHEET METAL AND DUCTWORK ACCESSORIES CONSTRUCTION PART 1 - GENERAL 1.1 WORK INCLUDED N A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED FOR THE COMPLETE INSTALLATION DESIGNED IN CONTRACT DOCUMENTS. 1.2 QUALITY ASSURANCE A. DUCTWORK SHALL BE FABRICATED AND INSTALLED IN COMPLIANCE WITH LATEST EDITION OF THE FOLLOWING STANDARDS. 1. SMACNA DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE DUCTWORK. 2. SMACNA DUCT LINER APPLICATION STANDARD. M 3. SMACNA HVAC AIR DUCT LEAKAGE TEST MANUAL. 4. 2015 INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION CODE. 5. NFPA STANDARD 96. 6. PLANS AND SPECIFICATIONS WHICH EXCEED THE REQUIREMENTS IN ANY OF THE REFERENCED STANDARDS. 2.3 7. 2015 INTERNATIONAL MECHANICAL CODE. B. ALL SHEET METAL SHALL BE FABRICATED AND INSTALLED BY AN L EXPERIENCED CONTRACTOR SPECIALIZING IN THIS TYPE OF WORK. C. ALL DUCTWORK AND FITTINGS SHALL HAVE A COMPUTER GENERATED LABEL AFFIXED TO THE EXTERIOR SURFACE OF EACH SECTION, DETAILING ALL APPLICABLE INFORMATION INCLUDING THE DUCT DIMENSIONS, GAUGE, REINFORCEMENT TYPE/CLASS AND CONNECTION TYPE BY SYSTEMS MANUFACTURER. GALVANIZING THICKNESS SHALL BE CLEARLY STENCILED ON EACH DUCT SECTION. D. ALL DUCTWORK ON THE PROJECT SHALL MEET THE SMACNA DUCT CLEANLINESS FOR NEW CONSTRUCTION GUIDELINES, "ADVANCED LEVEL" OF DUCT CLEANLINESS FOR PRODUCTION, DELIVERY, STORAGE AND INSTALLATION OF DUCTWORK. K 1.3 SUBMITTALS A. DUCTWORK SHOP DRAWINGS. B. DUCT ACCESS DOORS. C. FLEXIBLE DUCT. D. SUBMIT A COMPLETE SHOP STANDARD MANUAL INCLUDING MISCELLANEOUS MATERIALS, AND CONSTRUCTION DETAILS FOR ALL SHOP FABRICATED MATERIALS INCLUDING, BUT NOT LIMITED TO, VOLUME DAMPERS, TURNING VANES, DUCT SEALANT, EQUIPMENT FLEXIBLE J CONNECTIONS, ACCESS DOORS, FLEXIBLE DUCT, ACOUSTICAL DUCT LINING, ETC. 1.4 GENERAL A. ALL ADHESIVES, SEALANTS, PRIMERS AND PAINT USED FOR DUCTWORK IN THE INTERIOR OF THE BUILDING SHALL COMPLY WITH THE MAXIMUM VOLATILE ORGANIC COMPOUND (VOC) LIMITS CALLED FOR IN THE CURRENT VERSION OF U.S. GREEN BUILDING COUNCIL LEED CREDITS EQ 4.1 AND EQ 4.2. 1.5 DUCTWORK CLASSIFICATION H A. DUCT SYSTEMS ARE TO BE CLASSIFIED AND CONSTRUCTED PER THE SMACNA VELOCITY -PRESSURE CLASSIFICATION SYSTEM AS FOLLOWS: 1: ALL DUCTWORK SHALL BE CONSTRUCTED FOR A MINIMUM PRESSURE CLASS OF 2 IN. W.G. (UNLESS STATED OTHERWISE) FOR THE FOLLOWING SYSTEMS, AS APPLICABLE: a. SUPPLY DUCT DOWNSTREAM OF TERMINAL UNITS. b. TYPICAL LOW PRESSURE SUPPLY DUCTWORK. C. TYPICAL RETURN DUCTWORK. D d. TYPICAL LOW PRESSURE EXHAUST DUCTWORK. 2. SUPPLY DUCT UPSTREAM OF TERMINAL UNITS SHALL BE CONSTRUCTED FOR A MINIMUM PRESSURE CLASS OF 3 IN, W.G. UNLESS OTHERWISE STATED OR REQUIRED AS PER BELOW, 3. PRESSURE CLASSES ABOVE 3 IN. W.G. SHALL BE PROVIDED AS FOLLOWS, BASED UPON THE EXTERNAL STATIC PRESSURE AS SCHEDULED FOR EACH SPECIFIC FAN. SCHEDULED EXTERNAL STATIC PRESSURE PRESSURE CLASS E OVER 3 IN. UP TO 4 IN. W.G. 4 IN. W.G. OVER 4 IN. UP TO 6 IN. W.G. 6 IN. W.G. OVER 6 IN. UP TO 10 IN. W.G. 10 IN. W.G. 1.6 DUCTWORK SHOP DRAWINGS A. PREPARE MINIMUM 1/4 IN. SCALE DRAWINGS: 1. DETAILED DUCTWORK SHOP DRAWINGS SHALL INCLUDE SIZE, LAYOUTS AND PRESSURE CLASSIFICATIONS. ANY DUCTWORK INSTALLED WITHOUT BENEFIT OF REVIEW BY THE ENGINEER OF E RECORD MAY BE SUBJECT TO REPLACEMENT AT THE EXPENSE OF THE CONTRACTOR. 2. CONSTRUCTED FROM ACTUAL FIELD INSPECTIONS AND MEASUREMENTS SO AS TO ASSURE A COMPLETE JOB. 3. INCORPORATE DIMENSIONS OF ACTUAL EQUIPMENT PROPOSED FOR USE ON THE PROJECT. 4. SHOWING ADEQUATE SECTIONS, ELEVATIONS, AND PLAN VIEWS AND INDICATING THE BOTTOM OF DUCTWORK ELEVATIONS FROM THE FINISHED FLOOR. D 5. INDICATING ALL VOLUME DAMPERS, FIRE DAMPERS, SMOKE DAMPERS, DAMPER ACCESS DOORS AND OTHER ACCESSORIES REQUIRED FOR A COMPLETED PROJECT. B. CALL TO THE ATTENTION OF THE ENGINEERS IMMEDIATELY, ANY MAJOR DEVIATIONS FROM THE CONTRACT DRAWINGS, WHICH MUST BE MADE. ALL DEVIATIONS SHALL BE DOCUMENTED IN WRITING. C. INDICATE ROOF, WALL AND FLOOR OPENING DIMENSIONS AND LOCATIONS SHOWN ON SHOP DRAWINGS. D. SUBMIT PRINTS TO EACH CONTRACTOR OF THE OTHER TRADES FOR C REVIEW FOR INTERFERENCE'S AND COORDINATION WITH THEIR WORK. PART 2-PRODUCTS 2.1 DUCTWORK MATERIALS A. UNLESS OTHERWISE CALLED FOR, PROVIDE MATERIALS IN ACCORDANCE WITH EXHIBIT I AT THE END OF THIS SECTION. 2.2 SQUARE AND RECTANGULAR DUCTWORK A. MATERIALS: 1. GALVANIZED SHEETMETAL: COMPLY WITH ASTM A653 AND A924, H WITH G902275 COATING. 2. STAINLESS -STEEL SHEETS: COMPLY WITH ASTM A 480/A 480M, TYPE 304 OR 316, AS INDICATED IN EXHIBIT "I"; COLD ROLLED, ANNEALED, SHEET. EXPOSED SURFACE FINISH SHALL BE NO. 2B, NO. 2D OR NO. 3 AS INDICATED IN EXHIBIT "I". 3. ALUMINUM SHEETS: COMPLY WITH ASTM B 209 (ASTM B 209M) ALLOY 3003, H14 TEMPER; WITH MILL FINISH FOR CONCEALED DUCTS, AND STANDARD, ONE -SIDE BRIGHT FINISH FOR DUCT SURFACES EXPOSED TO VIEW. A 4. GAUGES PER SMACNA HVAC DUCT CONSTRUCTION STANDARDS, METAL AND FLEXIBLE. B. TRANSVERSE AND LONGITUDINAL DUCT SEAMS REINFORCEMENT SHALL CONFORM TO APPROPRIATE TABLES AND FIGURES PER SMACNA VELOCITY -PRESSURE CLASSIFICATION FOR DUCT CONSTRUCTION. 4 5 1 6 1. TRANSVERSE JOINTS SHALL BE SEALED WITH DUCT JOINT SEALANT. "DUCTMATE" OR "NEXUS" 4-BOLT CONNECTION SYSTEMS MAY BE USED IN LIEU OF STANDARD CONSTRUCTION. 2. FIELD ASSEMBLED LONGITUDINAL SEAMS SHALL BE SEALED WITH DUCT SEALANT. FACTORY OR SHOP FABRICATED ROLLED OR MACHINE PRESSED LONGITUDINAL SEAMS DOES NOT REQUIRE SEALANT. C. CORNER CLOSURES SHALL BE REQUIRED AS DESCRIBED AND ILLUSTRATED BY SMACNA DUCT CONSTRUCTION STANDARDS. D. THROAT RADIUS ON ALL ELBOWS SHALL NOT BE LESS THAN THE DIMENSION OF THE DUCT PLANE OF RADIUS. WHERE THIS CANNOT BE MAINTAINED, USE SHORTER RADIUS WITH INTERNAL GUIDE VANES, OR SQUARE ELBOW WITH TURNING VANES. E. BRACING AND HANGING OF DUCTWORK SHALL BE PER SMACNA STANDARDS FOR SIZE AND SYSTEM CLASS OF DUCTWORK BEING USED. F. ANY TRANSFORMATIONS SHALL NOT REDUCE THE DUCTWORK CROSS - SECTIONAL AREA. MAXIMUM ANGLE IN STRAIGHT DUCT, 20 FOR DIVERGING FLOW AND 30 FOR CONTRACTION FLOW. TRANSFORMATION FROM SQUARE TO ROUND OR FLAT TO OVAL SEAMS WELDED OR BRAZED. ROUND DUCTWORK A. STANDARD ROUND DUCTWORK: 1. MATERIALS: a. GALVANIZED SHEETMETAL: COMPLY WITH ASTM A653 AND A924, WITH G90/Z275 COATING. b. STAINLESS -STEEL SHEETS: COMPLY WITH ASTM A 480/A 480M, TYPE 304 OR 316, AS INDICATED IN EXHIBIT "I"; COLD ROLLED, ANNEALED, SHEET. EXPOSED SURFACE FINISH SHALL BE NO. 2B, NO. 2D OR NO. 3 AS INDICATED IN EXHIBIT IT' C. ALUMINUM SHEETS: COMPLY WITH ASTM B 209 (ASTM B 209M) ALLOY 3003, H14 TEMPER; WITH MILL FINISH FOR CONCEALED DUCTS, AND STANDARD, ONE -SIDE BRIGHT FINISH FOR DUCT SURFACES EXPOSED TO VIEW. d. GAUGES PER SMACNA DUCT CONSTRUCTION STANDARDS: SPIRAL LOCK -SEAM OR LONGITUDINAL FUSION -WELDED. 2. ALL SPIRAL DUCTS SHALL HAVE LOCKED SEAMS SO MADE AS TO ELIMINATE LEAKAGE UNDER PRESSURE FOR WHICH THIS SYSTEM HAS BEEN DESIGNED. LONGITUDINAL SEAMS DUCT SHALL HAVE FUSION -WELDED BUTT SEAMS. 3. NO STOVEPIPE WILL BE ALLOWED. LONGITUDINAL SEAM DUCT WITH SNAP LOCK LONGITUDINAL SEALED SEAMS MAY BE USED ON DUCTWORK WHERE PRESSURE CLASS IS 2 IN. W.G. OR LESS. ROUND, LOW VELOCITY DUCTWORK SHALL BE SELF-LOCKING, PRE - SEALED SNAP LOCK DUCT, WHICH INCORPORATES A FACTORY APPLIED GASKET IN THE LONGITUDINAL SEAM AND ON THE FEMALE END OF THE TRANSVERSE JOINT. SNAP LOCK PIPE SHALL BE "GREENSEAM +" AS MANUFACTURED BY DUCTMATE INDUSTRIES, OR EQUAL. PROVIDE FLEXMASTER STO SIDE TAKEOFF FITTINGS OR DUCTMATE HETO TAKE OFF FITTINGS AT DUCT MAINS FOR ROUND DUCT TAKEOFFS. 4. ROUND DUCTWORK FITTINGS: a. ALL FITTINGS FABRICATED PER SMACNA STANDARDS FOR ROUND AND FLAT -OVAL DUCTWORK, MATERIAL TO MATCH STRAIGHT PIECES OF DUCTWORK. b. FITTINGS SHALL HAVE CONTINUOUS, WELDED SEAMS. C. 90 TEES SHALL BE CONICAL TYPE. 90 TEES AND 45 LATERALS UP TO AND INCLUDING 12 IN. DIAMETER TAP SIZE SHALL HAVE A RADIUSED ENTRANCE INTO THE TAP, PRODUCED BY MACHINE OR PRESS FORMING. THE ENTRANCE SHALL BE FREE OF ANY RESTRICTIONS. d. ROUND TAPS OFF THE BOTTOM OF RECTANGULAR DUCTS DOWN TO DIFFUSERS SHALL BE MADE WITH A 45 SQUARE TO ROUND SHOE -TAP. 5. ELBOWS: a. DIAMETERS 3 IN. THROUGH 8 IN.: TWO -SECTION STAMPED AND CONTINUOUSLY WELDED ELBOWS, MATERIAL TO MATCH STRAIGHT PIECES OF DUCTWORK. b. OVER 8 IN.: GORED CONSTRUCTION WITH STANDING SEAM CONSTRUCTION AND INTERNALLY SEALED OR CONTINUOUSLY WELDED. LESS THAN 35 - TWO GORES, 36 TO 70 - THREE GORES, OVER 71 - FIVE GORES, C. FABRICATED TO A CENTERLINE RADIUS OF 1.5 TIMES THE CROSS-SECTION DIAMETER. 6. JOINTS: a. FOR DUCT CONSTRUCTION PRESSURE 3 IN. W.G. OR GREATER: 1) ROUND JOINTS: a) UNEXPOSED DUCT 3 IN. - 30 IN. DIAMETER: CONNECT ROUND DUCT WITH A ONE PIECE INTERIOR SLIP COUPLING, AT LEAST TWO GAUGES HEAVIER THAN DUCT WALL, BEADED AT CENTER AND FASTENER TO DUCT WITH SCREWS. SEAL JOINT WITH AN APPROVED SEALANT APPLIED CONTINUOUSLY AROUND BOTH END OF COUPLER PRIOR TO ASSEMBLING AND AFTER FASTENING. b) ALL EXPOSED DUCT AND UNEXPOSED DUCT 30 IN, 72 IN. DIAMETER: INSTALL USING A THREE PIECE; GASKET FLANGED -JOINT CONSISTING OF TWO INTERNAL FLANGES, WITH INTEGRAL MASTIC SEALANT, AND ONE EXTERNAL CLOSURE BAND, WHICH COMPRESS THE GASKET BETWEEN THE INTERNAL FLANGES. (1) ACCEPTABLE MANUFACTURER: DUCTMATE INDUSTRIES "SPIRALMATE" SYSTEM OR APPROVED EQUAL C) ABOVE 72 IN. DIAMETER: INSTALL USING COMPANION ANGLE FLANGED JOINTS AS DEFINED IN FIGURE 3-1 OF THE 2005 SMACNA MANUAL, "HVAC DUCT CONSTRUCTION STANDARDS, METAL AND FLEXIBLE" THIRD EDITION. REFER TO MANUAL FOR PROPER SIZING AND CONSTRUCTION DETAILS. d) DUST COLLECTION SYSTEMS AND EXPOSED DUCT 3 IN. -14 IN. USE A ONE PIECE, POLYETHYLENE LINED GASKET CONNECTOR WITH INTEGRATED BOLT FOR THE CLOSURE SYSTEM. (1) ACCEPTABLE MANUFACTURER: DUCTMATE INDUSTRIES "QUICKSLEEVE" OR APPROVED EQUAL. b. PIPE -TO -PIPE JOINTS IN DIAMETERS UP TO 60 IN. SHALL BE BY THE USE OF SLEEVE COUPLINGS, REINFORCED BY ROLLED BEADS. C. PIPE -TO -FITTING JOINTS IN DIAMETERS UP TO 60 IN. SHALL BE BY SLIP -FIT OF PROJECTING COLLAR OF THE FITTING INTO THE PIPE. d. INSERTION LENGTH OF SLEEVE COUPLING AND FITTING COLLAR SHALL BE 2 IN. UP TO 36 IN. DIAMETER AND 4 IN. ABOVE 36 IN. DIAMETER. 7 1 8 1 9 e. PIPE -TO -PIPE AND PIPE -TO -FITTING CONNECTIONS IN DUCTWORK ABOVE 60 IN. IN DIAMETER SHALL BE MADE BY ANGLE RING FLANGES. THE FLANGE ON THE PIPE SHALL BE A 2 IN. X 2 IN, X 3/16 IN. ANGLE ATTACHED TO THE PIPE WITH A CONTINUOUS WELD. THE FITTINGS SHALL HAVE A LOOSE RING "VAN STONE" FLANGE. A 5/8 IN. FLANGE SHALL BE PROVIDED TO ACT AS A GASKETING SURFACE FOR SEALING WITH THE ANGLE RING BEING A ROLLED, WELDED RING 2 IN. X 2 IN. X 3/16 IN. BOLT HOLE SPACING FOR ANGLE RINGS SHALL BE 6 IN. CENTERS. f. IF LONGITUDINAL SEAM DUCT GREATER THAN 60 IN. IN DIAMETER IS SUPPLIED IN LENGTHS GREATER THAN 4 FT., ONE ANGLE RING MUST BE WELDED TO THE DUCT ON 4 FT. CENTERS FOR SUPPORT. 2.4 DUCTWORK SEALING A. SMACNA DUCT SEALING CLASSIFICATION SHALL BE USED FOR DUCT SYSTEMS USING THE FOLLOWING CRITERIA: 1. DUCTWORK AND ALL PLENUMS WITH PRESSURE CLASS RATINGS SHALL BE CONSTRUCTED TO SEAL CLASS A, AS REQUIRED TO MEET THE REQUIREMENTS OF SMACNA DUCT CONSTRUCTION STANDARDS AND WITH STANDARD INDUSTRY PRACTICE, INCLUDING TRANSVERSE JOINTS, LONGITUDINAL SEAMS, FITTING CONNECTIONS, AND ALL PENETRATIONS OF THE DUCT WALL. 2. OPENINGS FOR ROTATING SHAFTS SHALL BE SEALED WITH BUSHINGS OR OTHER DEVICES THAT SEAL OFF AIR LEAKAGE. PRESSURE SENSITIVE TAPE SHALL NOT BE USED. 3. ALL CONNECTIONS SHALL BE SEALED, INCLUDING BUT NOT LIMITED TO SPIN -INS, TAPS, OTHER BRANCH CONNECTIONS, ACCESS DOORS, ACCESS PANELS AND DUCT CONNECTIONS TO EQUIPMENT. 4. SEALING THAT WOULD VOID PRODUCT LISTINGS IS NOT REQUIRED. 5. SPIRAL LOCK SEAMS NEED NOT BE SEALED. B. DUCT SEALANT FOR INDOOR APPLICATIONS SHALL BE NON-FIBRATED, WATER BASED, HARDCAST IRON -GRIP IG-601, DUCTMATE PRO SEAL, FOSTER 32-17 OR CHILDERS CP146. C. DUCT SEALANT FOR OUTDOOR APPLICATIONS SHALL BE FIBRATED, WATER BASED, HARDCAST VERSA -GRIP VG-102, DUCTMATE FIBERSEAL FOSTER 32-17 OR CHILDERS CP148. D. SEALANTS AND TAPES SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 181A OR UL181B AND MARKED ACCORDING TO TYPE. 2.5 TURNING VANES A. PROVIDE IN MITERED ELBOWS AS SHOWN ON CONTRACT DRAWINGS, VANES 36 IN, OR LONGER SHALL BE DOUBLE WALL AIR FOIL TYPE. ALL TURNING VANES SHALL BE INSTALLED AS PER THE LATEST SMACNA STANDARDS. TURNING VANE SIZE AND SPACING SHALL BE AS PER SMACNA. TURNING VANE SPACING GREATER THAN SMACNA STANDARDS IS NOT ACCEPTABLE. B. TURNING VANES SHALL BE HARPER OR EQUIVALENT DOUBLE WALL TURNING VANES FABRICATED FROM THE SAME MATERIAL AS THE DUCT. C. TURNING VANE FRONT AND BACK PANELS SHALL BE SECURELY LOCKED TOGETHER WITH ADEQUATE CRIMPING TO PREVENT TWISTING OF VANE. VANE SHALL BE CAPABLE OF WITHSTANDING 250 POUNDS OF TENSILE LOAD WHEN SECURED ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS. D. RAILS FOR MOUNTING TURNING VANES SHALL HAVE SELF LOCKING, FRICTION FIT TABS DESIGNED TO FACILITATE PROPER ALIGNMENT OF VANES. TAB SPACING SHALL BE AS SPECIFIED IN FIGURE 4-3 OF THE 2005 SMACNA MANUAL, "HVAC DUCT CONSTRUCTION STANDARDS, METAL AND FLEXIBLE". RAIL SYSTEMS WITH NON -COMPLIANT TAB SPACING SHALL NOT BE ACCEPTED. E. ACOUSTICAL TURNING VANE: SHALL BE USED IN APPLICATIONS THAT REQUIRE QUIET OPERATING SYSTEMS. MOUNTING RAILS SHALL HAVE FRICTION INSERT TABS THAT ALIGN THE VANES AUTOMATICALLY. F. ACCEPTABLE MANUFACTURER: DUCTMATE INDUSTRIES PRO -RAIL TURNING VANE OR APPROVED EQUAL. 2.6 DAMPERS IN DUCTWORK A. BLADE TYPE VOLUME DAMPERS: CONSTRUCTED PER SMACNA, ONE GAUGE HEAVIER THAN DUCT MATERIAL, SECURELY FASTENED TO 3/8 IN. SQ., COLD ROLLED STEEL OPERATOR ROD. PROVIDE VENTLOCK 639 ELEVATED DIAL REGULATOR FOR 2 IN. INSULATED DUCTWORK. B. MULTIPLE BLADE TYPE VOLUME DAMPERS: PROVIDE MULTIPLE BLADE VOLUME DAMPERS IN DUCTWORK ABOVE 12 IN. IN HEIGHT. 1. HEAVY DUTY, MANUAL BALANCING DAMPERS SUITABLE FOR APPLICATION IN HVAC SYSTEMS WITH VELOCITIES TO 1,500 FT. PER MINUTE, OPEN POSITION AND MAX. PRESSURE OF 3 IN. W.G. CLOSE POSITION. RUSKIN MD 35 OR EQUIVALENT. 2. FABRICATION: a. FRAME: 5 IN. X MINIMUM 16 GAUGE ROLL FORMED, GALVANIZED STEEL HAT -SHAPED CHANNEL, REINFORCED AT CORNERS. STRUCTURALLY EQUIVALENT TO 13 GAUGE U- CHANNEL. 3. BLADES: a. STYLE: SINGLE SKIN WITH 3 LONGITUDINAL GROOVES. b. ACTION: OPPOSED. C. ORIENTATION: HORIZONTAL. d. MATERIAL: MINIMUM 16 GAUGE EQUIVALENT THICKNESS, GALVANIZED STEEL. e. WIDTH: NOMINAL 6 IN. 4. BEARINGS: MOLDED SYNTHETIC SLEEVE, TURNING IN EXTRUDED HOLE IN FRAME. 5. LINKAGE`. CONCEALED IN FRAME. 6. AXLES: MINIMUM 1/2 IN. DIAMETER, PLATED STEEL, HEX -SHAPED, MECHANICALLY ATTACHED TO BLADE. 7. CONTROL SHAFT: 3/8 IN. SQUARE PLATED STEEL. 8. FINISH: MILL GALVANIZED. a. ACTUATOR: HAND QUADRANT FOR 3/8 IN. SQUARE EXTENDED SHAFT. b. HAND QUADRANT STANDOFF BRACKET: 2 IN, STANDOFF FOR INSULATED DUCTWORK. C. OILLITE BEARINGS. d. FACTORY SLEEVE: MINIMUM 20 GAUGE THICKNESS, MINIMUM 12 IN. LENGTH. 2.7 FLEXIBLE AIR DUCTS AND CONNECTORS A. FLEXIBLE AIR DUCTS AND CONNECTORS SHALL BE CONSTRUCTED IN COMPLIANCE WITH NFPA BULLETIN 90A, 90B AND UL STANDARD 181 AND SHALL BE LISTED AND LABELED AS CLASS I AIR DUCT. B. FLEXIBLE AIR DUCTS AND CONNECTORS SHALL BE TRI-LAMINATE: 1. CONSISTING OF CORROSION RESISTANT GALVANIZED STEEL HELIX ENCAPSULATED BY A DOUBLE LAMINATION OF POLYETHYLENE OR SPUN BOND NYLON. 2. FACTORY APPLIED (R 6.0) FIBERGLASS EXTERIOR INSULATION, SHEATHED IN A SEAMLESS, TRI-DIRECTIONALLY REINFORCED, METALIZED POLYESTER, EXTERIOR VAPOR BARRIER. 3. R-VALUE SHALL BE CLASSIFIED BY UNDERWRITERS LABORATORIES, AND CERTIFIED BY THE AIR DIFFUSION COUNCIL, IN ACCORDANCE WITH ADC FLEXIBLE DUCT PERFORMANCE AND INSTALLATION STANDARD (1991), USING ASTM C-518, AT INSTALLED WALL THICKNESS, ON FLAT INSULATION ONLY. COMPLY WITH ASHRAE/IESNA 90.1. 4. RECOMMENDED OPERATING PRESSURE FOR FLEXIBLE DUCTWORK SHALL BE THREE TIMES MAXIMUM SYSTEM PRESS BUT NOT LESS THAN 6 IN. W.G. POSITIVE PRESSURE FOR 4 IN. - 20 IN.. DIA., 5 IN. W.G. NEGATIVE PRESSURE THROUGH 16 IN. DIA., 1 IN. NEGATIVE PRESSURE FOR 18 IN. AND 20 IN. DIA. MAXIMUM VELOCITY OF 5500 FPM. 5. OPERATING TEMPERATURE RANGE - 20OF TO 250-F, INTERMITTENT @1/2 IN. POS. W.G. MAX., -20-F TO 140-F, CONTINUOUS AT MAXIMUM PRESSURE. 6. FLAME SPREAD: 25 MAX. SMOKE DEVELOPED RATING: 50 MAX. 7. POROUS INNER CORE FLEXIBLE DUCT SHALL NOT BE USED. C. STATIC PRESSURE AND THERMAL PERFORMANCE SHALL BE TESTED AND CERTIFIED IN ACCORDANCE WITH AIR DIFFUSION COUNCIL (ADC) TEST CODE FD-72-RI UNDER CONDITIONS OF 140OF FOR 164 HOURS AND 180°F FOR 4 HOURS. D. ACOUSTICAL PERFORMANCE SHALL BE CERTIFIED IN ACCORDANCE WITH ASTM E 477 AND/OR AIR DIFFUSION COUNCIL TEST CODE FD-72-R1. 1. MINIMUM ACOUSTIC PERFORMANCE: a. THE INSERTION LOSS (DB) OF A 6 FOOT LENGTH OF DUCT WHEN TESTED IN ACCORDANCE WITH ASTM E477 AT A VELOCITY OF 1000 FEET PER MINUTE SHALL BE AT LEAST: 125 HZ 250 500 1000 HZ 2000 4000 HZ HZ HZ HZ 8INCH 26 27 27 31 32 27 DIA. 12 INCH 22 26 24 31 31 20 DIA E. FRICTION LOSS AND LEAKAGE FOR FLEXIBLE DUCT ONLY SHALL BE CERTIFIED IN ACCORDANCE WITH AIR DIFFUSION COUNCIL TEST CODE FD-72-R1. LEAKAGE FOR CONNECTIONS SHALL BE ACCORDANCE WITH UL 181 REQUIREMENTS. F. BASIS -OF -DESIGN: FLEXMASTER 6B (R-6.0). G. ACCEPTABLE MANUFACTURERS: 1. DUNDAS-JAFINE TYPE SPC R6.0 2. HART & COOLEY TYPE F216 (R-6.0) 3. FLEXIBLE TECHNOLOGIES, INC. THERMAFLEX TYPE M-KE (R-6.0) 4. ATCO RUBBER PRODUCTS, INC. TYPE 036 (R-6.0) 2.8 FLEXIBLE DUCT ELBOW SUPPORT A. PROVIDE FLEXIBLE DUCT ELBOW SUPPORT FOR FLEXIBLE DUCT CONNECTED DIRECTLY TO A DIFFUSER COLLAR. B. ELBOW SUPPORT SHALL BE A RADIUS FORMING BRACE DESIGNED TO FORM FLEXIBLE DUCT INTO A 900 ELBOW NOT LESS THAN ONE DUCT DIAMETER IN CENTERLINE RADIUS. C. ELBOW SUPPORT SHALL BE MANUFACTURED FROM 100% RECYCLED COPOLYMER POLYPROPYLENE WITH A UNIVERSAL FIT OF 4 IN. THRU 16 IN. AND BE UL LISTED. D. BASIS -OF -DESIGN: TITUS FLEXRIGHT. 2.9 FLEXIBLE CONNECTIONS TO FANS AND EQUIPMENT A. BASIS OF DEIGN: VENTFABRICS, INC. B. ACCEPTABLE MANUFACTURERS: DUCTMATE INDUSTRIES, INC., DURO DYNE INC., ELGEN MANUFACTURING, WARD INDUSTRIES, INC.; A DIVISION OF HART & COOLEY, INC. C. MATERIALS: FLAME-RETARDANT OR NONCOMBUSTIBLE FABRICS, WATER AND MILDEW RESISTANT UL STANDARD 214. D. COATINGS AND ADHESIVES: COMPLY WITH UL 181, CLASS 1. E. METAL -EDGED CONNECTORS: FACTORY FABRICATED WITH A FABRIC STRIP 5-3/4 IN. WIDE ATTACHED TO TWO (2) STRIPS OF 2-3/4-IN. WIDE, 0.028- IN. THICK, GALVANIZED SHEET STEEL OR 0.032 IN. THICK ALUMINUM SHEETS. PROVIDE METAL COMPATIBLE WITH CONNECTED DUCTS. F. INDOOR SYSTEM, FLEXIBLE CONNECTOR FABRIC: GLASS FABRIC DOUBLE COATED WITH NEOPRENE. 1. MINIMUM WEIGHT: 26 OZ./SQ. YD. 2. TENSILE STRENGTH: 480 LBF/IN. IN THE WARP AND 360 LBF/IN. IN THE FILLING. 3. SERVICE TEMPERATURE: MINUS 40 TO PLUS 200°F. G. OUTDOOR SYSTEM, FLEXIBLE CONNECTOR FABRIC: GLASS FABRIC DOUBLE COATED WITH WEATHERPROOF, SYNTHETIC RUBBER RESISTANT TO UV RAYS AND OZONE. 1. MINIMUM WEIGHT: 24 OZ./SQ. YD. 2. TENSILE STRENGTH: 530 LBF/IN. IN THE WARP AND 440 LBF/IN.1N THE FILLING. 3. SERVICE TEMPERATURE: MINUS 50 TO PLUS 250°F. H. HIGH -CORROSIVE -ENVIRONMENT SYSTEM, FLEXIBLE CONNECTORS: GLASS FABRIC WITH CHEMICAL -RESISTANT COATING. 1. MINIMUM WEIGHT: 14 OZ./SQ. YD. 2. TENSILE STRENGTH: 450 LBF/IN. IN THE WARP AND 340 LBF/IN. IN THE FILLING. 3. SERVICE TEMPERATURE: MINUS 67 TO PLUS 500°F. 1. THRUST LIMITS: COMBINATION COIL SPRING AND ELASTOMERIC INSERT WITH SPRING AND INSERT IN COMPRESSION, AND WITH A LOAD STOP. INCLUDE ROD AND ANGLE -IRON BRACKETS FOR ATTACHING TO FAN DISCHARGE AND DUCT. 1. FRAME: STEEL, FABRICATED FOR CONNECTION TO THREADED RODS AND TO ALLOW FOR A MAXIMUM OF 30 DEGREES OF ANGULAR ROD MISALIGNMENT WITHOUT BINDING OR REDUCING ISOLATION EFFICIENCY. 2. OUTDOOR SPRING DIAMETER: NOT LESS THAN 80 PERCENT OF THE COMPRESSED HEIGHT OF THE SPRING AT RATED LOAD. 3. MINIMUM ADDITIONAL TRAVEL: 50 PERCENT OF THE REQUIRED DEFLECTION AT RATED LOAD. 4. LATERAL STIFFNESS: MORE THAN 80 PERCENT OF RATED VERTICAL STIFFNESS. 5. OVERLOAD CAPACITY: SUPPORT 200 PERCENT OF RATED LOAD, FULLY COMPRESSED, WITHOUT DEFORMATION OR FAILURE. 6. ELASTOMERIC ELEMENT: MOLDED, OIL -RESISTANT RUBBER OR NEOPRENE. 7. COIL SPRING: FACTORY SET AND FIELD ADJUSTABLE FOR A MAXIMUM OF 1/4-IN. MOVEMENT AT START AND STOP. 2.10 ACCESS DOORS A. GENERAL: 1. PROVIDE ACCESS DOORS OF ADEQUATE SIZE TO ALLOW EASY ACCESS TO THE EQUIPMENT THAT WILL REQUIRE MAINTENANCE. PROVIDE INSULATED OR ACOUSTICALLY LINED DOORS TO PREVENT CONDENSATION WHERE APPLICABLE. 2. MANUFACTURER TO PROVIDE AN INSTALLED NEOPRENE GASKET AROUND PERIMETER OF ACCESS DOOR FOR AIRTIGHT SEAL. 3. SYSTEMS 3 IN. W.G. OR LESS SHALL UTILIZE A HINGED, CAM, OR HINGED AND CAM SQUARE FRAMED ACCESS DOOR. 4. SYSTEMS 4 IN. W.G. AND ABOVE SHALL UTILIZE A SANDWICH TYPE ACCESS DOOR. CONSTRUCT DOORS IN ACCORDANCE WITH FIGURE 7-3 OF THE 2005 SMACNA MANUAL, "HVAC DUCT CONSTRUCTION STANDARDS, METAL & FLEXIBLE" THIRD EDITION. 5. APPROVED MANUFACTURER: DUCTMATE INDUSTRIES "SANDWICH" STYLE DOOR OR APPROVED EQUAL. 13 14 15 6. ALL ACCESS DOORS SHALL BE CONTINUOUS PIANO HINGED TYPE, UNLESS NOTED OTHERWISE. 7. NON -HINGED ONLY ALLOWED WHERE CLEARANCE TO CEILING DOES NOT ALLOW A FULL 90 SWING. 8. DOUBLE PANEL INSULATED TYPE WHEN USED IN INSULATED DUCT. 9. SINGLE PANEL UNINSULATED TYPE ALLOWED IN UN -INSULATED DUCT. 10. PRESSURE RATED ACCORDING TO SYSTEM IN WHICH BEING INSTALLED. DOOR -TO -FRAME AND FRAME -TO -DUCT GASKETING, 11. PROVIDE SPECIFIED SEAL CLASS A OR B DUCTWORK SEALING AROUND FRAME, AND HAND ADJUST THE LATCH TENSION FOR PROPER SEAL, ON ALL ACCESS DOORS OTHER THAN SANDWICH PANEL (DUCTMATE) STYLE. 12. MINIMUM ACCESS DOOR SIZE FOR DUCTS 12 IN. OR LESS IN DEPTH IS 12 IN. X 8 IN. 13. MINIMUM ACCESS DOOR SIZE FOR DUCTS 12 IN. TO 18 IN. IN DEPTH IS 18 IN. X 14 IN, 14. MINIMUM ACCESS DOOR SIZE FOR DUCTS MORE THAN 18 IN. IN DEPTH IS 24 IN. X 18 IN. 15, IN DUCTS WHICH REQUIRE MULTIPLE SECTION FIRE DAMPERS DUE TO DUCT SIZE, PROVIDE ONE ACCESS DOOR FOR EACH FIRE DAMPER SECTION, 16. ACCESS DOORS FOR FIRE AND SMOKE DAMPERS SHALL BE PERMANENTLY LABELED WITH 1/2 IN. HIGH LETTERING READING "SMOKE DAMPER" OR "FIRE DAMPER". B. DOOR TYPES: 1. LOW PRESSURE SYSTEMS (2 IN. W.G. PRESSURE CLASS): NATIONAL CONTROLLED AIR ADH-1, RUSKIN ADH22, VENT PRODUCTS 9701, AIR BALANCE FSA-100, SAFE AIR SAH, NAILOR. 2. MEDIUM AND HIGH PRESSURE SYSTEMS (3 IN. W.G. PRESSURE CLASS AND HIGHER): a. RECTANGULAR DUCT: DUCTMATE INDUSTRIES "ULTIMATE" STYLE DOOR, OR EQUAL. b. ROUND DUCT: DUCTMATE INDUSTRIES ROUND SANDWICH TYPE, OR EQUAL. 8 IN. X 4 IN. FOR DUCTS 14 IN. AND LESS IN DIAMETER. DUCTMATE INDUSTRIES ROUND SANDWICH TYPE 16 IN. X 12 IN. FOR DUCTS MORE THAN 14 IN. IN DIAMETER. C. FURNISH AND INSTALL FACTORY SUPPLIED PROTECTOR MOLDING ON CUT MEDAL EDGE FOR ALL DUCTMATE ACCESS DOORS. 2.11 CABLE SUSPENSION SYSTEM A. DUCTWORK NOT REQUIRED TO BE EXTERIOR INSULATED IN EXPOSED INSTALLATIONS MAY BE INSTALLED USING A CABLE SUSPENSION SYSTEM. B. DUCTWORK SHALL BE INSTALLED USING LOAD RATED, STAINLESS STEEL CABLE SUSPENSION SYSTEMS. CABLES SHALL BE PRE-CUT LENGTHS, TYPE 316 STAINLESS STEEL WITH FUSED ENDS, AND PRE -MADE END ATTACHMENTS. C. CABLE GRIPS SHALL BE OF 316 STAINLESS STEEL AND HAVE AN INTERNAL TAMPERPROOF CABLE RELEASE MECHANISM. D. STRESS DISTRIBUTION SADDLES SHALL BE PRESCRIBED IN ADDITION FOR THE SUPPORT OF RECTANGULAR DUCT ON CORNERS AS NECESSARY. E. HANGERS SHALL HAVE A MANUFACTURER'S PUBLISHED SAFE WORKING LOAD AND HAVE A 5 TO 1 SAFETY FACTOR. F. HANG AND SUPPORT DUCTWORK AS DEFINED IN THE LATEST EDITION OF SMACNA MANUAL, "HVAC DUCT CONSTRUCTION STANDARDS, METAL & FLEXIBLE". G. ADJUSTABLE STEEL CABLE HANGING SYSTEM CONSISTING OF SPRING LOADED, SERRATED CLAMPING MECHANISM SHALL BE TESTED AND CERTIFIED IN COMPLIANCE WITH ALL APPLICABLE SMACNA STANDARDS FOR UPPER AND LOWER ATTACHMENT METHODS. 1. ALL APPROVED SYSTEMS MUST BE INSTALLED USING MATCHING COMPONENTS INCLUDING STEEL CABLE, CLAMPING MECHANISM AND HARDWARE APPROVED BY THE MANUFACTURER FOR ITS CORRESPONDING LOAD RATING. NO SUBSTITUTION OF MANUFACTURER'S COMPONENTS IS PERMITTED. 2. APPROVED SYSTEMS MUST BE INSTALLED PER THE MANUFACTURER'S SPECIFIC INSTRUCTIONS AND MUST NOT EXCEED THE STATED WORKING LOAD RATING AT ANY POINT THROUGHOUT THE SYSTEM. H. SUPPORTS, BAR/ANGLE REINFORCEMENTS, AND OTHER PRODUCTS THAT ARE NOT PART OF THE DUCT THAT ARE MANUFACTURED OF UNCOATED MILD STEEL SHALL EITHER BE PAINTED WITH TWO (2) COATS OF PRIMER OR SHALL BE MANUFACTURED OF A GALVANIZED EQUIVALENT MATERIAL. I. APPROVED MANUFACTURER: DUCTMATE INDUSTRIES "CLUTCHER" CABLE HANGING SYSTEM OR GRIPPLE INC. 2.12 DUCT ACCESSORY HARDWARE A. INSTRUMENT TEST HOLES: CAST IRON OR CAST ALUMINUM TO SUIT DUCT MATERIAL, INCLUDING SCREW CAP AND GASKET. SIZE TO ALLOW INSERTION OF PITOT TUBE AND OTHER TESTING INSTRUMENTS AND OF LENGTH TO SUIT DUCT -INSULATION THICKNESS. B. VENTLOCK 699 OR 699-2 BASED UPON INSULATION THICKNESS. C. INSTALL DUCT TEST HOLES WHERE REQUIRED FOR DUCT TRAVERSE TESTING AND BALANCING PURPOSES. PART 3 - EXECUTION 3.1 REQUIREMENTS A. EQUIPMENT AND SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL AND STATE CODES AND REGULATIONS HAVING JURISDICTION. BRACING AND HANGING OF DUCTWORK SHALL BE PER SMACNA - HVAC DUCT CONSTRUCTION STANDARD. B. INSTALL ALL DUCTWORK CONCEALED AND TIGHT TO THE STRUCTURE ABOVE UNLESS NOTED OTHERWISE ON SHOP DRAWINGS. FABRICATE ONLY AFTER THE APPROVAL OF SHOP DRAWINGS, AND IN LOCATIONS TO AVOID INTERFERENCES. DUCTWORK INSTALLED WITHOUT APPROVED SHOP DRAWINGS, WHICH REQUIRES REMOVAL/MODIFICATION AND/OR REINSTALLATION DUE TO CONFLICTS OR IMPROPER INSTALLATION SHALL BE REPAIRED AT NO COST TO THE OWNER. C. SIZES GIVEN ON CONTRACT DRAWINGS ARE INSIDE DIMENSIONS. D. KEEP OPENINGS CONTINUOUSLY CLOSED AND SEALED WITH PROTECTIVE PLASTIC WRAPPING DURING CONSTRUCTION TO PREVENT ENTRANCE OF DIRT AND DEBRIS. E. EXTEND ACCESS OPENINGS, DAMPER RODS AND LEVERS, TO OUTSIDE OF EXTERNAL INSULATION MAKE SYSTEMS AIRTIGHT. F. NO PIPING, CONDUIT OR OTHER OBSTRUCTION TO AIRFLOW IS PERMITTED IN DUCTWORK. G. PROVIDE NECESSARY OPENINGS, HANGER INSERTS, FRAMING, CHASES, AND RECESSES, NOT PROVIDED BY OTHER TRADES. H. EXPOSED EXHAUST OR RETURN REGISTERS AND GRILLES SHALL BE FLUSH WITH FACE OF DUCT; EXPOSED SUPPLY REGISTERS AND GRILLES SHALL BE MOUNTED OUTSIDE AIRSTREAM WITH 45 SHOE -TAP EXTENSION COLLARS. 1. PROVIDE 14 GAUGE SLEEVES FOR DUCTS PASSING THROUGH MECHANICAL ROOM FLOORS. SET SLEEVES 4 IN. ABOVE FINISHED FLOOR IN MECHANICAL ROOMS, SEAL WATERTIGHT TO FLOOR. J. WHERE A RETURN OR EXHAUST DUCT IS SHOWN TO BE LEFT OPEN ENDED, PROVIDE HARDWARE MESH SCREEN AT OPENING. K. DO NOT UTILIZE FLEXIBLE DUCTWORK OR CONNECTION IN ANY WAY TO CONNECT VARIABLE OR CONSTANT VOLUME BOXES TO DUCTWORK. r10 -19,1101 ARCH ITECTS,P.C. AMCHfl7FC7UMD E �HUEIO_flo MDS 'Pt A H H � H G" 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch-com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK WAVE POOL BUILDING 512 MAIN STREET WEST YARMOUTH, MA 02673 ENGiNEERiNG Mechanical/Electrical Engineering Consultants Capital District I Rochester I Buffalo I Syracuse 433 STATE STREET, SUITE 410 rusm+mxs 518,533.2171 SCHENECTADY, NY 12305-meenglneering.com DDA PROJECT #21-008 a O a � a I 1F v (OD -+ )CAL. G EER G-1-1 NO. 54230 APO <� 23/STER�O\�4�� TONAL Stamp SYMBI ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn C DM Project Manager BAB P.I.C. MEK SHEET TITLE SPECIFICATIONS SHEET NUMBER mool N M L K J H G F E D C B A 1 1 2 3 1 4 1 5 1 6 1 7 8 9 10 1 11 1 12 13 14 15 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. 1 12 1 3 4 5 6 L. FOR DUCT PENETRATIONS OF NON -RATED WALLS, PROVIDE SHEET METAL B. CLEANING AFTER INSTALLATION: ANGLE FRAMING OR SHEET METAL CLOSURE PANELS AROUND THE 1. INTERIOR SURFACES SHALL BE FREE OF DUST AND DEBRIS PRIOR ENTIRE PERIMETER OF EACH DUCT WALL PENETRATION ON BOTH SIDES TO INITIAL STARTUP. PROTECT EQUIPMENT WHICH MAY BE OF THE WALL, WHERE THE GAP EXCEEDS 1/4 INCH. WHERE THE GAP IS HARMED BY EXCESSIVE DIRT WITH FILTERS, OR BYPASS DURING N LESS THAN 1/4 INCH, THE GAP MAY BE CAULKED ON BOTH SIDES OF THE CLEANING, PROVIDE ADEQUATE ACCESS INTO DUCTWORK FOR WALL. NON -RATED WALL PENETRATIONS SHALL NOT BE FIRE CAULKED CLEANING PURPOSES. ANY CLEANING OF DUCT SYSTEMS SHALL UNDER ANY CIRCUMSTANCES. COMPLY WITH RECOMMENDATIONS OF NAIMA AND NADCA. M. FOR DUCT PENETRATIONS OF RATED WALLS, SEE SPECIFICATION 2. CLEAN EXTERNAL SURFACES OF FOREIGN SUBSTANCES THAT SECTION 230500 - BASIC MECHANICAL AND ELECTRICAL REQUIREMENTS. MIGHT CAUSE CORROSION, DETERIORATION OF THE METAL, OR N. DUCTWORK THAT IS CALLED FOR TO BE WELDED SHALL BE FULLY WHERE DUCTWORK IS TO BE PAINTED. WELDED, CONTINUOUS AROUND THE ENTIRE PERIMETER AT ALL 3. CLEAN DEBRIS FROM SYSTEM BEFORE FANS ARE TURNED ON. JOINTS/SEAMS, AND SHALL BE FULLY AIRTIGHT AND WATERTIGHT. FLEXIBLE CONNECTIONS 4. KEEP OPENINGS CONTINUOUSLY CLOSED DURING THE .2 CONSTRUCTION PERIOD. M A. PROVIDE FLEXIBLE CONNECTIONS FOR THE INTAKE AND DISCHARGE 5. PAY DAMAGES RESULTING FROM DIRT BLOWN ON PAINTED OR CONNECTIONS OF DUCT CONNECTED TO FANS AND AIR HANDLING OTHER FINISHED SURFACES. EQUIPMENT. B. ROUND CONNECTIONS ARE TO BE MADE WITH ADHESIVE AND METAL 6. REPAIR OR REPLACE DAMAGED FAN WHEELS, DAMPERS, OR DRAWBANDS WITH ENDS TIGHTLY BOLTED. OTHER SYSTEM PARTS DAMAGED AS A RESULT OF DEBRIS. C. RECTANGULAR CONNECTIONS SHALL BE MADE WITH MATERIAL SECURELY 7. CLEAN SYSTEM AS MANY TIMES AS REQUIRED UNTIL THE ENTIRE HELD IN GROOVED SEAM BETWEEN FLANGES. ATTACH WITH ADHESIVE SYSTEM IS DIRT FREE. AND MECHANICAL FASTENERS ON 6 IN. CENTERS. 3.6 INSTALLATION OF ROUND DUCTWORK D. CONNECTIONS SHALL BE MADE WITH A MINIMUM OF 2 IN. SPACE BETWEEN A. USE FACTORY -FABRICATED COUPLINGS FOR JOINTS. DUCT AND EQUIPMENT COLLARS, INSTALLED IN LINE, AND WITH 1 IN. L EXCESS MATERIAL FOLDED SO AS NOT TO INTERFERE WITH AIRFLOW B. AFTER THE JOINT IS SLIPPED TOGETHER, SHEET METAL SCREWS ARE THROUGH CONNECTION. PLACED 1/2 IN. FROM THE JOINT BEAD FOR MECHANICAL STRENGTH. E. MECHANICALLY FASTENED AND SEALED, WITH SPECIFIED DUCT SEALANT, C. SEALER IS APPLIED TO THE OUTSIDE OF THE JOINT AND COVERING THE AT DUCT AND EQUIPMENT CONNECTIONS. SCREW HEADS. 3 FLEXIBLE AIR DUCTS AND CONNECTORS D. FLANGED JOINTS SHALL BE MADE WITH NEOPRENE RUBBER GASKETS. A. "AIR DUCT" APPLIES TO CONDUIT OR PASSAGEWAY FOR CONVEYING AIR 3.7 TEST OF DUCTWORK TO OR FROM HEATING, CODLING, AIR CONDITIONING OR VENTILATING A. CONDUCT DUCT LEAKAGE TESTS PER SMACNA "HVAC AIR DUCT LEAKAGE EQUIPMENT BUT NOT INCLUDING THE PLENUM AS DEFINED IN NFPA 90A. TEST MANUAL" AND PER THE REQUIREMENTS OF THE 2015 "AIR CONNECTOR" APPLIES TO CONDUIT FOR TRANSFERRING AIR INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION CODE, FOR ALL K BETWEEN AN AIR DUCT OR PLENUM AND AN AIR TERMINAL DEVICE OR AN NFPA DUCTWORK SYSTEMS DESIGNED TO OPERATE AT STATIC PRESSURES OF AIR INLET OR AN AIR OUTLET AS DEFINED BY THE 90A: 3.0 IN. W.G. OR GREATER. REPRESENTATIVE SECTIONS TOTALING NO B. FOR ROUND TO OVAL CONNECTIONS, PROVIDE ROUND -OVAL FLEXIBLE LESS THAN 25% OF THE TOTAL DUCT AREA, PER SYSTEM, FOR THE ADAPTER. DESIGNATED PRESSURE CLASS SHALL BE TESTED AS WELL AS ALL ASSOCIATED DUCTWORK LOCATED OUT-OF-DOORS. ALL AREAS SHALL BE C. FLEXIBLE AIR DUCTS AND CONNECTORS SHALL BE PROVIDED IN FULLY AS SELECTED BY THE ENGINEER. POSITIVE PRESSURE LEAKAGE TESTING EXTENDED CONDITION, FREE FROM KINKS. IS ACCEPTABLE FOR NEGATIVE PRESSURE DUCTWORK. THE RATE OF AIR D. FLEXIBLE AIR DUCTS AND CONNECTORS SHALL NOT BE USED IN SYSTEMS LEAKAGE (CL) MUST BE LESS THAN OR EQUAL TO 4.0, AS DETERMINED BY WITH ENTERING AIR TEMPERATURES IN EXCESS OF 250°F EQUATION 4 - 8 IN 2015 IECCC, WHICH READS: CL=F/P°.65 WHERE F = MEASURED LEAKAGE RATE IN CFM PER 100 SQ. FT. OF DUCT SURFACE, E. FLEXIBLE AIR DUCTS AND CONNECTORS SHALL USE ONLY THE MINIMUM AND P = STATIC PRESSURE OF THE TEST. WHEN LEAKAGE ABOVE STATED J LENGTH REQUIRED TO MAKE THE CONNECTION AND SHALL BE INSTALLED LIMITS OCCURS, ASCERTAIN LOCATION OF LEAKS AND REPAIR AS IN THE HORIZONTAL OR VERTICAL POSITION. FLEXIBLE ELBOWS ARE NOT REQUIRED. REPEAT TESTS AS REQUIRED TO OBTAIN ALLOWABLE ACCEPTABLE. DO NOT EXCEED A MAXIMUM LENGTH OF 48 IN., FULLY LEAKAGE RATES. PREPARE A REPORT SIMILAR TO THAT SUGGESTED BY EXTENDED. SMACNA AND SUBMIT FOR REVIEW. DUCT TESTING SHALL BE CONDUCTED IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE. F. FLEXIBLE AIR DUCTS AND CONNECTORS SHALL USE MINIMUM 1/2 IN. WIDE POSITIVE LOCKING, STEEL WORM DRIVE CLAMP, OR NYLON PLENUM RATED STRAPS FOR JOINTS AND CONNECTIONS. ONE CLAMP OR STRAP B. PROVIDE TEST REPORTS INDICATING PRESSURE TESTS PERFORMED. INCLUDE DATE, SECTION TESTED, TEST PRESSURE AND LEAKAGE RATE. FOR THE INSIDE CORE LINER AND ONE CLAMP OR STRAP FOR THE OUTER C. DUCTWORK NOT REQUIRED TO BE TESTED FOR LEAKAGE, SHALL BE JACKETING. WHEN NON-METALLIC (NYLON) STRAPS ARE USED, THEY CHECKED AND GUARANTEED TO MEET THE STANDARDS OF THE SHOULD BE LISTED AND LABELED TO STANDARD UL 181 B. FASTENER SPECIFIED SMACNA DUCT SEAL CLASS A. AIR BALANCING AND TESTING PACKAGE SHOULD BE MARKED UL 181 B-C. SHALL BE USED TO DETERMINE SATISFACTORY OPERATION OF DUCT H G. COLLARS TO WHICH FLEXIBLE DUCT IS ATTACHED SHALL BE BEADED AND SYSTEMS. BALANCING REPORTS INDICATING EXCESSIVE LEAKAGE A MINIMUM OF 2 IN. IN LENGTH. WRAP TWICE WITH UL 181 TAPE AND AMOUNTS SHALL BE REQUIRED TO REBUILD, REPAIR OR SEAL DUCTWORK SECURE WITH CLAMP OR STRAP. SLEEVES USED FOR JOINING TWO HAVING EXCESSIVE LEAKAGE. SECTIONS OF FLEXIBLE DUCT SHALL BE BEADED AND A MINIMUM OF 4 IN. 3.8 DAMPERS AND AIR CONTROL DEVICES IN LENGTH. THE DRAW BAND SHALL BE POSITIONED BEHIND THE BEAD ON H. THE METAL COLLAR. OUTER VAPOR BARRIER AND INSULATION SHALL BE SLID OVER INNER A. PROVIDE VOLUME DAMPERS AT ALL AIR OUTLETS, DIFFUSERS, GRILLES AND AS NOTED ON PLANS. PROVIDE VOLUME DAMPERS AT ALL LOW CORE AND COLLAR, WRAPPED TWICE WITH UL 151 TAPE AND SECURED PRESSURE SUPPLY, RETURN AND EXHAUST, BRANCH DUCTS AND AS WITH A CLAMP OR STRAP. NOTED ON THE PLANS. I. CONNECTIONS SHALL BE PER SMACNA "HVAC DUCT CONSTRUCTION B. PROVIDE DAMPERS NECESSARY TO PERMIT PROPER BALANCING OF AIR G STANDARDS - METAL AND FLEXIBLE", AIR DIFFUSION COUNCIL "FLEXIBLE QUANTITIES. COMPLY WITH CODE REQUIREMENTS FOR SMOKE AND FIRE DUCT PERFORMANCE AND INSTALLATION STANDARDS" AND NAIMA CONTROL. PREVENT INTRODUCTION OF UNCONTROLLED OUTSIDE AIR INSTALLATION STANDARDS. INTO BUILDING THROUGH ROOF AND WALL OPENINGS. J. FLEXIBLE DUCT SHALL BE SUPPORTED AT MANUFACTURER'S C. WHEN DAMPERS ARE INSTALLED IN ACOUSTICALLY LINED DUCTWORK, RECOMMENDED INTERVALS, BUT NO GREATER DISTANCE THAN 2'-6" ON INSTALL WITH INSULATED "BUILD -OUTS" PER SMACNA. CENTER AND PRIOR TO ALL 90 DEGREE BENDS. MAXIMUM PERMISSIBLE SAG SHALL BE 1/2 IN. PER FOOT OF SUPPORT SPACING. PROVIDE A 3.9 ACCESS DOORS MINIMUM OF ONE HANGER ON EACH RUN OF FLEXIBLE DUCT. A. PROVIDE FOR ACCESS TO UPSTREAM SIDE OF DUCT MOUNTED REHEAT COILS, DAMPERS, DAMPER MOTORS, FIRE DAMPERS, SMOKE DAMPERS, K. A CONNECTION TO RIGID DUCT OR EQUIPMENT SHALL BE CONSIDERED A SMOKE DETECTORS, CONTROL DEVICES, FAN BEARINGS, AND EQUIPMENT SUPPORT JOINT. LONG HORIZONTAL DUCT RUNS WITH SHARP BENDS REQUIRING PERIODIC INSPECTION OR SERVICE. PROVIDE LABELS FOR E SHALL HAVE ADDITIONAL SUPPORTS BEFORE AND AFTER THE BEND FIRE AND SMOKE DAMPERS AS CALLED FOR IN PART 2 - PRODUCTS. APPROXIMATELY ONE DUCT DIAMETER FROM THE CENTERLINE OF THE BEND. B. FOR DUCTS THAT ARE TOO SMALL TO INSTALL AN ACCESS DOOR OF THE OF MINIMUM SPECIFIED SIZE, PROVIDE A 12 IN. LONG SECTION IO L. HANGER OR SADDLE MATERIAL IN CONTACT WITH THE FLEXIBLE DUCT REMOVABLE DUCTWORK FOR MAINTENANCE AND INSPECTION ACCESS. SHALL BE OF SUFFICIENT WIDTH TO PREVENT ANY RESTRICTION OF THE REMOVABLE DUCTWORK SHALL BE FASTENED BETWEEN DEVICE INTERNAL DIAMETER OF THE DUCT WHEN THE WEIGHT OF THE SUPPORTED SECTION RESTS ON THE HANGER OR SADDLE MATERIAL, IN REQUIRING ACCESS AND NEXT DUCT SECTION WITH DUCT FLANGES OR DONALDSON TORIT CLAMP WITH PVC FOAM SEAL. FOR DUCTS THAT ARE NO CASE SHALL THE MATERIAL CONTACTING THE FLEXIBLE DUCT BE LESS REQUIRED TO BE INSULATED, PROVISIONS SHALL BE MADE TO ALLOW THAN 1-1/2 IN. WIDE. FACTORY INSTALLED SUSPENSION SYSTEMS INSULATION TO BE EASILY REMOVED AND RE -INSTALLED. INTEGRAL TO THE FLEXIBLE DUCT ARE AN ACCEPTABLE ALTERNATIVE HANGING METHOD WHEN THE MANUFACTURER'S RECOMMENDED 3.10 DUCT SUPPORTS E PROCEDURES ARE FOLLOWED. A. PROVIDE PER SMACNA, SAME MATERIAL AS DUCT. HANGER BANDS TO M. THE HANGER SHALL BE STRAPPED AROUND THE FLEXIBLE DUCT AND EXTEND DOWN SIDES AND TURN UNDER BOTTOM 2 IN. MINIMUM TWO SECURED TO THE STRUCTURE ABOVE. HANGERS SHALL NOT BE METAL SCREWS PER HANGER. ANGLE IRON ON LARGER DUCT SPACED ATTACHED TO OTHER MECHANICAL OR ELECTRICAL OBJECTS. HANGERS PER BUILDING STRUCTURAL SYSTEM BUT NOT GREATER THAN 8 FT. MAY BE ATTACHED TO AN APPROVED TRAPEZE. CEILING GRID SHALL NOT PROVIDE EXTRA SUPPORT ANGLES AS REQUIRED. BE USED TO FABRICATE A TRAPEZE. SUPPORT HANGERS SHALL BE B. PROVIDE ADDITIONAL SUPPORTS AS REQUIRED TO SUPPORT REHEAT INSTALLED HORIZONTAL. SCREWS SHALL NOT BE USED TO PENETRATE COILS, AIR TERMINAL UNITS, FILTER ENCLOSURES, AND ANY OTHER DUCT THE FLEXIBLE DUCT TO ATTACH TO THE HANGER. MOUNTED EQUIPMENT INDEPENDENT FROM THE ASSOCIATED DUCTWORK N. PROVIDE FLEXIBLE DUCT CONNECTIONS AND SPLICES IN ACCORDANCE SYSTEM. WITH MANUFACTURER'S RECOMMENDED INSTALLATION INSTRUCTIONS. 3.11 AIR AND WATERTIGHT DUCTWORK D O. SEAL FLEXIBLE DUCT CONNECTIONS WITH SEALING MATERIALS LISTED A. WHERE WATER AND SNOW MAY ACCUMULATE ON DUCTWORK OR WHERE AND LABELED IN ACCORDANCE WITH UL 181B. MECHANICALLY SECURE ODORS OR CORROSIVE GASSES MAY COLLECT, DUCTWORK AND CONNECTIONS WITH APPROVED CLAMPING MATERIALS. PLENUMS SHALL BE MADE WATERTIGHT BY SOLDERING, BRAZING OR .4 TURNING VANES WELDING OF JOINTS. GRADE DUCTS DOWN TOWARD WASTE POINTS AND/OR TOWARD LOUVERS. PROVIDE VALVE AND DRAIN PIPING FROM A. INSTALL ONLY IN SQUARE ELBOWS OF EQUAL DIMENSIONS. LOW POINT TO WASTE POINT. B. INSTALL AS PER LATEST SMACNA STANDARDS. 1. INTAKE AND EXHAUST PLENUMS. C. SECURE VANE RUNNERS TO DUCT WITH SPOT WELDING, RIVETING OR 2. SWIMMING POOL EXHAUSTS AND RETURN AIR SYSTEMS. SHEET METAL SCREWS. 3. CHEMISTRY ROOM EXHAUST SYSTEM. G D. WHEN INSTALLING IN DUCTWORK WITH INTERNAL INSULATION. B. TEST FOR WATERTIGHTNESS: BEFORE CONCEALMENT, APPLY WATER BY 1. INSTALL RUNNERS IN DUCTWORK INSIDE INSULATION AND BOLT HOSE TO CHECK FOR LEAKS, WITNESSED BY OWNER'S REPRESENTATIVE. THROUGH INSULATION AND DUCT SIDES, WELDING BOLTS TO INSURE RIGID INSTALLATION. PROVIDE BUILD -OUTS FOR DUCT 112 DUCT SEALING VELOCITY -PRESSURE CLASSES ABOVE 2 IN. W.G. A. PREPARATION: .5 DUCT CLEANLINESS AND CLEANING AFTER INSTALLATION 1. CLEAN SURFACES OF DIRT, OIL, GREASE AND LOOSE OF FOREIGN A. DUCT CLEANLINESS: MATTER THAT COULD IMPAIR ADHESION, USING SOAP AND WATER OR SOLVENT. 1. ALL DUCTWORK ON THE PROJECT SHALL MEET THE SMACNA DUCT CLEANLINESS FOR NEW CONSTRUCTION GUIDELINES, "ADVANCED 2. ALLOW SURFACES TO DRY COMPLETELY BEFORE PROCEEDING. B LEVEL" OF DUCT CLEANLINESS FOR PRODUCTION, DELIVERY, B. INSTALLATION OF SEALANT SYSTEM: STORAGE AND INSTALLATION OF DUCTWORK 2. PRIOR TO SHIPMENT TO THE JOBSITE, ALL DUCT ENDS AND 1. APPLY SEALANT SYSTEM TO DUCT JOINTS, FASTENERS, AND OPENINGS MUST BE COVERED WITH A HEAVY DUTY, DUAL -PLY, SEAMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. CLEAR POLYETHYLENE PROTECTIVE FILM. OPEN ENDS ARE TO BE 2. APPLY SEALANT BY BRUSH, PUTTY KNIFE OR CAULK GUN, TO FULL KEPT COVERED DURING TRANSPORT, STORAGE, AND INSTALLATION. AS DUCTWORK IS INSTALLED AT THE JOB SITE, COVERAGE. REMOVE EXCESS ADHESIVE IMMEDIATELY. OPEN ENDS ARE TO BE COVERED TO MAINTAIN CLEANLINESS. 3. COMPLETELY SEAL DUCT JOINT, FASTENERS AND SEAMS WITHOUT VOIDS, TO A MINIMUM 20 MIL THICK WET FILM. 3. THE FILM MUST BE SECURELY AFFIXED TO PROTECT AGAINST DIRT AND DEBRIS, AND MUST BE TRANSLUCENT TO FACILITATE 4. APPLY AND STORE AT AMBIENT TEMPERATURE OF 40F TO 100F; A INSPECTION OF INTERIOR SURFACES WITHOUT REMOVING THE AND PROTECT FROM FREEZING UNTIL DRY. FILM. THE FILM IS HAVE A ELONGATION RATING OF 600% AND A C. FIELD QUALITY CONTROL: BREAK STRENGTH OF 13.1 LBSAN. THE FILM SHALL CONTAIN NO VOC'S, AND SHALL LEAVE NO RESIDUE ON DUCT AFTER REMOVAL. 1. ALLOW DUCT SEALANT SYSTEM TO CURE A MINIMUM OF 72 HOURS 4. MANUFACTURER: DUCTMATE INDUSTRIES PROGUARD (HEAVY BEFORE OPERATING THE SYSTEM. 7 1 8 1 9 2. DO NOT APPLY EXTERNAL DUCT INSULATION OR COATINGS UNTIL THE JOINTS HAVE BEEN INSPECTED BY THE OWNER'S REPRESENTATIVE. EXHIBIT I - DUCTWORK MATERIALS SERVICE MATERIAL SPECIAL REQUIREMENTS RESTROOM AND LOCK FORMING QUALITY, JOINTS AND FEATURES AS GENERAL SUPPLY, GALVANIZED STEEL ASTM A653 CALLED FOR RETURN, VENT, RELIEF, AND A924, GALVANEAL/PAINT OUTSIDE AND EXHAUST GRIP IF NOT INSULATED AND EXPOSED LEAVE ROOM AND PUMP ALUMINUM ALUMINUM FASTENERS ROOM SUPPLY, RETURN, RELIEF AND EXHAUST DUCT SYSTEMS IN THEIR ENTIRETY. ACCESSORIES, SAME MATERIAL AND GAUGE --------------- DAMPERS AND AIR AS PARENT DUCT TURNS END OF SECTION 1 2 3 4 1 5 1 6 1 7 1 8 9 PART 1-GENERAL 1.1 DESCRIPTION A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES AS REQUIRED FOR THE COMPLETE INSTALLATION DESIGNED IN CONTRACT DRAWINGS. 1.2 SUBMITTALS A. SUBMIT PRODUCT DATA FOR ALL FANS, MOTORS, DRIVES, AND ACCESSORIES. INCLUDE ALL FAN CURVES FAN OPERATING POINT, AND SOUND DATA. 1.3 QUALITY ASSURANCE A. CAPACITY, SIZE AND ARRANGEMENT, STATIC PRESSURE, BRAKE HORSEPOWER, COMPONENT PARTS AND ACCESSORIES SHALL BE PROVIDED AS CALLED FOR OR SCHEDULED. GUARANTEED FULL CAPACITY DELIVERY THROUGH DUCT SYSTEMS FINALLY INSTALLED AND UNDER CONDITIONS LISTED. THE MANUFACTURER SHALL GUARANTEE SOUND -POWER LEVEL RATINGS NOT EXCEEDING THOSE OF THE DESIGN EQUIPMENT. ALL EQUIPMENT SHALL BE STATICALLY AND DYNAMICALLY BALANCED TO ACCEPTABLE TOLERANCES WITH WEIGHTS PERMANENTLY FASTENED. FAN WHEELS SHALL BE REBALANCED IN THE FIELD, IF NECESSARY. B. PRESSURE CLASSIFICATION: MAXIMUM TOTAL SP CLASS UP TO 3-3/4 IN. WG-STD I UP TO 6-3/4 IN. WG-STD II UP TO 12-3/4 IN. WG-STD III C. CONVENTIONAL MOTORS: 1. MOTOR SIZES SHALL BE AS SCHEDULED. REFER TO SPECIFICATION SECTION 230513 FOR MOTOR TYPES, EFFICIENCY REQUIREMENTS, AND ACCEPTABLE MOTOR MANUFACTURERS. ALL BELT -DRIVEN FAN MOTORS SHALL BE MOUNTED ON EITHER AN ADJUSTABLE SLIDE BASE OR A PIVOTING BASE. D. EC MOTORS: 1. MOTORS SHALL BE ELECTRONICALLY COMMUTATED TYPE (EC), VARIABLE SPEED, DC, BRUSHLESS MOTORS SPECIFICALLY DESIGNED FOR USE WITH SINGLE PHASE, 277 VOLT (OR 120 VOLT), 60 HERTZ ELECTRICAL INPUT. 2. MOTOR SHALL BE COMPLETE WITH AND OPERATED BY A SINGLE- PHASE INTEGRATED CONTROLLER/INVERTER THAT OPERATES THE WOUND STATOR AND SENSES ROTOR POSITION TO ELECTRONICALLY COMMUTATE THE STATOR. 3. MOTORS SHALL BE DESIGNED FOR SYNCHRONOUS ROTATION. MOTOR ROTOR SHALL BE PERMANENT MAGNET TYPE WITH NEAR ZERO ROTOR LOSSES. MOTOR SHALL HAVE BUILT -IN -SOFT START AND SOFT SPEED CHANGE RAMPS. 4. MOTOR SHALL BE ABLE TO BE MOUNTED WITH SHAFT IN HORIZONTAL OR VERTICAL ORIENTATION. MOTOR SHALL BE PERMANENTLY LUBRICATED WITH BALL BEARINGS. MOTORS SHALL BE DIRECT COUPLED TO THE BLOWER. 5. MOTOR SHALL MAINTAIN A MINIMUM OF 85% EFFICIENCY OVER ITS ENTIRE OPERATING RANGE AND HAVE A TURNDOWN TO 20% OF FULL SPEED, (80% TURNDOWN). 6. PROVIDE MANUAL [REMOTE] FAN SPEED OUTPUT CONTROL FOR FIELD ADJUSTMENT OF THE FAN AIRFLOW SETPOINT 7. INDUCTORS SHALL BE PROVIDED TO MINIMIZE HARMONIC DISTORTION AND LINE NOISE. 8. PROVIDE ISOLATION BETWEEN FAN MOTOR ASSEMBLY AND UNIT CASING TO ELIMINATE ANY VIBRATION FROM THE FAN TO THE TERMINAL UNIT CASING. 9. PROVIDE A MOTOR THAT IS DESIGNED TO OVERCOME REVERSE ROTATION AND NOT AFFECT LIFE EXPECTANCY. 10. THE FAN MANUFACTURER SHALL PROVIDE A FACTORY INSTALLED PWM CONTROLLER FOR EITHER MANUAL OR DDC CONTROLLED FAN CFM ADJUSTMENT. THE MANUAL PWM CONTROLLER SHALL BE FIELD ADJUSTABLE WITH A STANDARD SCREWDRIVER. THE REMOTE PWM CONTROLLER SHALL BE CAPABLE OF RECEIVING A 0-10 VDC SIGNAL FROM THE DDC CONTROLLER (PROVIDED BY THE CONTROLS CONTRACTOR) TO CONTROL THE FAN CFM. WHEN THE MANUAL PWM CONTROLLER IS USED, THE FACTORY SHALL PRESENT THE FAN CFMS AS SHOWN ON THE SCHEDULE. 11. ACCEPTABLE MANUFACTURERS: EMERSON ULTRATECH, U.S. MOTORS-NIDEC, GE -ECM, A.Q. SMITH OR EQUIVALENT. E. DRIVE SYSTEMS: 1. PROVIDE FANS WITH BELT OR DIRECT DRIVE SYSTEMS AS SCHEDULED. V-BELT DRIVES AS RECOMMENDED BY DRIVE MANUFACTURER, UNLESS OTHERWISE SPECIFIED OR SCHEDULED. a. SIZE DRIVE FOR 200% OF MOTOR RATING WHEN MOTOR IS 10 HP AND LARGER. SIZE FOR 150% OF MOTOR RATING WHEN MOTOR IS LESS THAN 10 HP. b. MOTORS 5 HP AND LARGER SHALL BE PROVIDED WITH A MINIMUM OF TWO (2) BELTS. ALL BELT SETS SHALL BE MATCHED. C. CAST IRON OR CAST STEEL PULLEYS. d. PROVIDE BELT AND SHAFT GUARDS FOR EACH DRIVEN DEVICE. PROVIDE OPENINGS IN BOTH THE MOTOR AND FAN SECTIONS OF THE GUARD SO THAT THE MOTOR AND FAN SPEEDS CAN BE CHECKED WITHOUT REMOVING THE BELT GUARD. e. BELTS SHALL BE OIL AND HEAT RESISTANT, NON -STATIC TYPE. f. DRIVES SHALL BE PRECISION MACHINED CAST IRON TYPE, KEYED AND SECURELY ATTACHED TO THE WHEEL AND MOTOR SHAFTS. 9. ALL BELT DRIVE FAN MOTOR SELECTIONS MUST INCLUDE AN ALLOWANCE FOR MEDIUM DRIVE LOSSES AS ESTABLISHED BY AMCA PUBLICATION 203. F. MOTOR PULLEYS: 1. 5 HP AND SMALLER: ADJUSTABLE TYPE TO PRODUCE 15% SPEED CHANGE ABOVE AND BELOW SCHEDULED FAN SPEED. 7-1/2 HP AND LARGER: FIXED TYPE. 2. 5 HP AND SMALLER: "A" SECTION, 2.6 IN. MINIMUM PITCH DIAMETER. 3. 7-1/2 HP TO 20 HP: "B" SECTION, 4.6 IN. MINIMUM PITCH DIAMETER. 4. 25 HP AND LARGER: "C" SECTION 7.0 IN. MINIMUM PITCH DIAMETER. 5. DRIVE RATIO NOT OVER 4:1. G. BEARINGS: 1. BEARINGS SHALL BE DESIGNED AND INDIVIDUALLY TESTED SPECIFICALLY FOR USE IN AIR HANDLING APPLICATIONS. CONSTRUCTION SHALL BE HEAVY-DUTY REGREASABLE BALL TYPE IN A PILLOW BLOCK CAST IRON HOUSING SELECTED FOR A MINIMUM L50 LIFE IN EXCESS OF 200,000 HOURS AS MAXIMUM CATALOGED OPERATING SPEED. H. WHEELS AND PROPELLERS: 1. ALL WHEELS AND PROPELLERS SHALL BE BALANCED IN ACCORDANCE WITH AMCA STANDARD 204-96, BALANCE QUALITY AND VIBRATION LEVELS FOR FANS. WHEEL SHALL OVERLAP AN AERODYNAMIC ALUMINUM INLET CONE TO PROVIDE MAXIMUM PERFORMANCE AND EFFICIENCY. 2. BLADES ON ALL SIZES SHALL BE CONTINUOUSLY WELDED TO THE BACKPLATE AND DEEP SPUN INLET SHROUD. 3. ALL HUBS SHALL BE KEYED AND SECURELY ATTACHED TO THE FAN SHAFT. 10 11 12 13 14 15 I. BLOWER SHAFTS: 1. ALL BLOWER SHAFTS SHALL BE AISI-C-1045 HOT ROLLED AND ACCURATELY TURNED, GROUND AND POLISHED. SHAFTING SHALL BE SIZED FOR A CRITICAL SPEED OF AT LEAST 125% OF MAXIMUM CATALOGED OPERATING SPEED. J. COATING: 1. ALL STEEL FAN COMPONENTS SHALL CONTAIN AN ELECTROSTATICALLY APPLIED, BAKED POLYESTER POWDER COATING. PAINT MUST EXCEED 1,000 HOUR SALT SPRAY UNDER ASTM B117 TEST METHOD. K. VIBRATION ISOLATION FOR UNITS SHALL BE FURNISHED BY THE FAN MANUFACTURER UNLESS OTHERWISE NOTED. PROVIDE GUIDED SPRING TYPE VIBRATION ISOLATORS. L. CERTIFICATIONS: 1. FAN SHALL BE LISTED BY UNDERWRITERS LABORATORIES (UL 705) AND UL LISTED FOR CANADA (CUL 705). FAN SHALL BEAR THE AMCA CERTIFIED RATINGS SEAL FOR SOUND AND AIR PERFORMANCE. 2. ALL UNITS SHALL BEAR AN ENGRAVED ALUMINUM NAMEPLATE AND SHALL BE SHIPPED IN ISTA CERTIFIED TRANSIT -TESTED PACKAGING PART 2-PRODUCTS A. SQUARE CENTRIFUGAL BLOWERS: 1. CONSTRUCTION: a. THE FAN SHALL BE BOLTED CONSTRUCTION UTILIZING CORROSION RESISTANT FASTENERS. HOUSING SHALL BE MINIMUM 18 GAUGE GALVANIZED STEEL WITH INTEGRAL INLET AND OUTLET FLANGES. b. PIVOTING MOTOR PLATE SHALL UTILIZE THREADED L-STUDS FOR POSITIVE BELT TENSIONING. C. BOLTED ACCESS DOORS SHALL BE PROVIDED ON THREE (3) SIDES, SEALED WITH CLOSE CELL NEOPRENE GACKETING. d. HOUSING SHALL BE PRE -DRILLED TO ACCOMMODATE UNIVERSAL MOUNTING FEET FOR VERTICAL OR HORIZONTAL INSTALLATION. 2. WHEEL: a. WHEEL SHALL BE ALUMINUM, NON -OVERLOADING, CENTRIFUGAL BACKWARD INCLINED, FLAT BLADE TYPE. HUB SHALL BE CAST AND PRECISION MACHINED, ALSO CONSTRUCTED OF 100% ALUMINUM. 3. ACCESSORIES: a. INLET SCREENS. b. OSHA BELT GUARD. C. MOTOR COVER. d. INLET/OUTLET FLEX DUCT CONNECTOR. e. DISCONNECT SWITCH - FACTORY WIRED AND MOUNTED. f. BACKDRAFT DAMPER 9. SPEED CONTROLLER (FOR DIRECT DRIVE MODELS ONLY) - FACTORY WIRED AND MOUNTED. 4. BASIS -OF -DESIGN: PRODUCT INDICATED IN SCHEDULE. B. CEILING, WALL OR INLINE MOUNTED, DIRECT DRIVEN, CENTRIFUGAL EXHAUST FAN: 1. CONSTRUCTION: a. THE FAN HOUSING SHALL BE MINIMUM 20 GAUGE GALVANIZED STEEL AND ACOUSTICALLY INSULATED. b. BLOWER AND MOTOR ASSEMBLY SHALL BE MOUNTED TO A MINIMUM 14 GAUGE REINFORCING CHANNEL. MOTOR SHALL BE RESILIENTLY MOUNTED. C. UNIT SHALL BE SUPPLIED WITH INTEGRAL WIRING BOX. d. DISCHARGE POSITION SHALL BE CONVERTIBLE FROM RIGHT ANGLE TO STRAIGHT THROUGH BY MOVING INTERCHANGEABLE PANELS. THE OUTLET DUCT COLLAR SHALL INCLUDE REINFORCED ALUMINUM DAMPERS WITH CONTINUOUS ALUMINUM HINGE RODS AND BRASS BUSHINGS. TO ACCOMMODATE DIFFERENT CEILING THICKNESS, AN ADJUSTABLE PREPUNCHED MOUNTING BRACKET SHALL BE PROVIDED. e. A POWDER PAINTED WHITE STEEL GRILLE SHALL BE PROVIDED AS STANDARD. 2. WHEEL: a. WHEELS SHALL BE TWIN DWDI CENTRIFUGAL FORWARD CURVED TYPE, CONSTRUCTED OF GALVANIZED STEEL. 3. ACCESSORIES: a. DISCONNECT SWITCH - FACTORY MOUNTED AND WIRED. b. FAN SPEED CONTROLLER (FOR DIRECT DRIVE MODELS ONLY) - FACTORY MOUNTED AND WIRED. 4. BASIS -OF -DESIGN: PRODUCT INDICATED IN SCHEDULE. 2.2 CONTROL (MOTORIZED) DAMPERS A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS OF THIS SECTION, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING: 1. RUSKIN, TAMCO, GREENHECK. B. PROVIDE CONTROL DAMPERS AS SHOWN ON THE DRAWINGS AND DIAGRAMS, TO MEET THE FOLLOWING MINIMUM CONSTRUCTION STANDARDS: 1. LEAKAGE: CLASS 1, 4 CFM/SQ. FT. AT 1 IN. W.C., TESTED PER AMCA STANDARD 500-D-98, AND AMCA STANDARD 500-D-98, AND AMCA STANDARD 511 AND BEARING AMCA'S CERTIFIED RATINGS FOR BOTH AIR PERFORMANCE AND AIR LEAKAGE. 2. FRAME: 16 GAUGE GALVANIZED STEEL STRUCTURAL HAT CHANNEL WITH TABBED CORNERS FOR REINFORCEMENT TO MEET 13 GAUGE CRITERIA. 3. BLADES: 14 GAUGE (EQUIVALENT THICKNESS GALVANIZED STEEL) ROLL FORWARD AIR FOIL TYPE FOR LOW PRESSURE DROP AND LOW NOISE GENERATION. BLADES SHALL BE PARALLEL FOR TWO POSITION DAMPERS AND OPPOSED, FOR MODULATING DAMPERS. 4. BLADE SEALS: RUSKIPRENE, SUITABLE FOR -72°F TO 275°F MECHANICALLY LOCKED INTO THE BLADE EDGE. 5. JAMB SEALS: FLEXIBLE METAL COMPRESSION TYPE. 6. BLADE AXLES: 1/2 IN. PLATED STEEL HEXAGONAL POSITIVELY LOCKED INTO THE DAMPER BLADE. LINKAGE CONCEALED OUT OF THE AIRSTREAM. 7. BEARINGS: CORROSION RESISTANT, PERMANENTLY LUBRICATED STAINLESS STEEL SLEEVE. 8. DAMPERS SUBJECT TO CORROSIVE FUMES OR HUMIDITY SHALL BE CONSTRUCTED OF STAINLESS STEEL. 9. DAMPERS OVER 48 IN. IN LENGTH AND HEIGHT SHALL BE MADE IN MULTIPLE SECTIONS. 10. WHERE DAMPER SIZES ARE NOT SPECIFICALLY INDICATED, THEY SHALL BE SIZED BY THE SUB -CONTRACTOR. MAXIMUM VELOCITY SHALL BE 1500 FPM AND MAXIMUM PRESSURE DROP 0.1 IN. W.G. 11. WHERE SHOWN OR REQUIRED FOR PROOF OF CLOSURE OR OPEN POSITION, PROVIDE FACTORY INSTALLED DAMPER POSITIONING SWITCH PACKAGE RUSKIN MODEL SP-100. 13 1 14 1 15 UNMEN M11 I I IT 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK WAVE POOL BUILDING 512 MAIN STREET XAi1=cT VAPI\Anl ITH nnn ngA7.q ENGINEERING MechanicollElectrical Engineering Consultants Capital District I Rochester I Buffalo I Syracuse 433 STATE STREET, SUITE 410 +yeas 518.533.2171 SCHENECTADY, NY 12305 www.m gr-ung.co DDA PROJECT #21-008 Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn Project Manager P.I.C. C DM BAB MEK SHEET TITLE SPECIFICATIONS I SHEET NUMBER © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. N M L K J M E E D G B A 4 5 6 7 8 9 10 12 13 14 15 N L K J H G E E C 12. DAMPERS SHALL BE AS MANUFACTURED BY RUSKIN CD 60 CONTROL DAMPER, OR EQUIVALENT TAMCO, GREENHECK OR NAILOR. 13. BASIS OF DESIGN: RUSKIN CD60. 2.3 BACKDRAFT DAMPERS (HORIZONTAL MOUNT -AIR FLOW UP) (1000 FPM AND 1500 FPM) A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS OF THIS SECTION, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING: 1. RUSKIN, GREENHECK, AIR BALANCE INC., AMERICAN WARMING AND VENTILATING, NAILOR. B. DESCRIPTION: GRAVITY BALANCED. C. MAXIMUM AIR VELOCITY: 1000 FPM (RUSKIN BD2/A1). D. MAXIMUM SYSTEM PRESSURE: 1.5 IN. W.G.. E. OPERATING PRESSURE: BD2A1 .03 IN. W.G. START TO OPEN - .10 BLADES FULLY OPEN. F. FRAME: HAT -SHAPED 6063TS .090 IN. THICK EXTRUDED ALUMINUM WITH WELDED CORNERS OR MECHANICALLY ATTACHED AND MOUNTING FLANGE. G. BLADES: MULTIPLE SINGLE -PIECE BLADES, END PIVOTED, MAXIMUM 6 IN. WIDTH, 0.025 IN. THICK, ROLL -FORMED ALUMINUM (BD2A1) WITH SEALED EDGES. H. BLADE ACTION: PARALLEL. I. BLADE SEALS: EXTRUDED VINYL, MECHANICALLY LOCKED. J. BLADE AXLES: 1. MATERIAL: GALVANIZED STEEL. 2. DIAMETER: 0.20 IN. K. TIE BARS AND BRACKETS: ALUMINUM. L. RETURN SPRING: ADJUSTABLE TENSION. M. BEARINGS: SYNTHETIC PIVOT BUSHINGS. N. ACCESSORIES: 1. ADJUSTMENT DEVICE TO PERMIT SETTING FOR VARYING DIFFERENTIAL STATIC PRESSURE. 2. COUNTERWEIGHTS AND SPRING -ASSIST KITS FOR VERTICAL AIRFLOW INSTALLATIONS. 0. BASIS OF DESIGN: RUSKIN BD2A1. 2.4 BACKDRAFT AND PRESSURE RELIEF DAMPERS (HORIZONTAL MOUNT - AIR FLOW UP) (1500 - 2500 FPM) A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS OF THIS SECTION, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING: 1. RUSKIN, GREENHECK, AIR BALANCE INC., AMERICAN WARMING AND VENTILATING, NAILOR. B. DESCRIPTION: GRAVITY BALANCED. C. MAXIMUM AIR VELOCITY: 1500 TO 2500 FPM. D. MAXIMUM SYSTEM PRESSURE: 4 IN. W.G. E. OPERATING PRESSURE: .12 IN. W.G. BLADES START TO OPEN, .20 IN. W.G. BLADES FULLY OPEN. F. FRAME: HAT -SHAPED, 6063TS - .070 IN. THICK EXTRUDED ALUMINUM, WITH WELDED CORNERS OR MECHANICALLY ATTACHED AND MOUNTING FLANGE. G. BLADES: MULTIPLE SINGLE -PIECE BLADES, END PIVOTED, MAXIMUM 6 IN. WIDTH, .070 IN. THICK, ROLL -FORMED ALUMINUM WITH SEALED EDGES. H. BLADE ACTION: PARALLEL. I. BLADE SEALS: EXTRUDED VINYL, MECHANICALLY LOCKED. J. BLADE AXLES: 1. MATERIAL: GALVANIZED STEEL. 2. DIAMETER: 0.201N. K. TIE BARS AND BRACKETS: ALUMINUM. L. RETURN SPRING: ADJUSTABLE TENSION. M. BEARINGS: SYNTHETIC PIVOT BUSHINGS. N. ACCESSORIES: 1. ADJUSTMENT DEVICE TO PERMIT SETTING FOR VARYING DIFFERENTIAL STATIC PRESSURE. 2. COUNTERWEIGHTS AND SPRING -ASSIST KITS FOR VERTICAL AIRFLOW INSTALLATIONS. 3. SPC STATIC PRESSURE CONTROL. 0. BASIS OF DESIGN: RUSKIN BDG (GRAVITY BALANCED). PART 3 - EXECUTION 3.1 INSTALLATION OF EQUIPMENT A. PROVIDE EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. ALL FANS SHALL MEET THE INTENT OF THE SYSTEM PERFORMANCE REQUIREMENTS. PROVIDE RUBBER IN -SHEAR VIBRATION ISOLATION FOR ALL FANS UNLESS OTHERWISE CALLED FOR. PROVIDE NECESSARY SUPPORT STEEL FOR EQUIPMENT. PROVIDE GUARDS FOR ALL EXPOSED BELTS, SHAFTS, AND FAN WHEELS. CHANGE PULLEY SIZES OR ADJUST SHEAVES AS REQUIRED TO MAKE SYSTEMS DELIVER SPECIFIED QUANTITIES OF AIR AS LISTED ON THE CONTRACT DRAWINGS. END OF SECTION SECTION 232010 - PIPING SYSTEMS AND ACCESSORIES a. #18 USSG, GALVANIZED STEEL SHIELDS, MINIMUM 1200 ARC. A. MATERIALS FOR FIRESTOPPING SEALS SHALL BE LISTED BY AN APPROVED D. EXTEND 1/8 IN. ABOVE FINISHED AREAS. IN ABOVE GRADE MECHANICAL PROVIDE ICA-HAMFAB-BLOCK, 18# DENSITY MOLDED INDEPENDENT TESTING LABORATORY FOR "PENETRATION FIRESTOP AND OTHER AREAS WITH FLOOR DRAINS; USE STEEL PIPE SLEEVES 2 IN. PART 1 - GENERAL FIBERGLASS INSERTS, BETWEEN PIPE AND HANGER SHIELD SYSTEMS". THE SYSTEM SHALL MEET THE STANDARD FIRE TEST FOR ABOVE FLOOR. USE PIPE SLEEVES IN BEARING WALLS, STRUCTURAL 1.1 WORK INCLUDED TO MAINTAIN PROPER SPACING FOR INSULATION. PENETRATION FIRESTOP SYSTEMS DESIGNATED ASTM E814. FIRESTOP SLABS, BEAMS AND OTHER STRUCTURAL SURFACES, AND WHERE CALLED INSULATION INSERTS SHALL EXTEND 1 IN. BEYOND THE SYSTEM SHALL BE PROVIDED AT LOCATIONS WHERE PIPING PASSES FOR. SLEEVES SHALL BE AS SMALL AS PRACTICAL, CONSISTENT WITH A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES AS REQUIRED SHEET METAL SHIELDS. MATERIAL SHALL COMPLY WITH THROUGH FIRE RATED WALL, FLOOR/CEILING, OR CEILING/ROOF INSULATION, SO AS TO PRESERVE FIRE RATING. FILL ABANDONED FOR THE COMPLETE INSTALLATION DESIGNED IN CONTRACT DOCUMENTS. ASTM E84 25/50, HAVE A THERMAL CONDUCTIVITY OF K=.30 ASSEMBLY. MINIMUM REQUIRED FIRE RESISTANT RATINGS OF THE SLEEVES WITH CONCRETE. PROVIDE RUBBER GROMMET SEALS FOR (STABLE) AND HAVE A SERVICE TEMPERATURE OF -120-F TO ASSEMBLY SHALL BE MAINTAINED BY THE FIRESTOP SYSTEM. PIPES PASSING THROUGH DUCTS OR AIR CHAMBERS OR BUILT-UP 1.2 SUBMITTALS +650°F. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION SHALL CONFORM WITH THE MANUFACTURER'S HOUSINGS. A. SCHEDULE OF PIPE MATERIALS, FITTINGS AND CONNECTIONS PRINTED INSTRUCTIONS. RECOMMENDATIONS AND OTHER REQUIREMENTS NECESSARY TO MEET 3.9 SLEEVE PACKING THE TESTING LABORATORY'S LISTING FOR THE SPECIFIC INSTALLATION. PART 2 - PRODUCTS 3. SHIELD SIZING: 2 11 PIPING MATERIALS AND SCHEDULE A. SEAL VOID SPACE AT SLEEVES AS FOLLOWS: 2.1 GENERAL A. PIPE AND FITTINGS SHALL BE NEW, MARKED WITH MANUFACTURER'S NAME AND COMPLY WITH APPLICABLE ASTM AND ANSI STANDARDS. B. ALL ADHESIVES, SEALANTS, PRIMERS AND PAINT USED FOR PIPING IN THE INTERIOR OF THE BUILDING SHALL COMPLY WITH THE MAXIMUM VOLATILE PIPE SIZE SHIELD LENGTH MINIMUM GAUGE 1/2 IN. TO 3-1/2 IN. 9 IN. 20 4 IN. 9 IN. 20 5 IN. AND 6 IN. 9 IN. 20 8 IN. TO 12 IN. 12 IN. 18 14 IN. TO 24 IN. 1 18 IN. 1 16 A. SEE EXHIBIT "A", "SCHEDULE OF PIPING MATERIALS" AT END OF THIS 1. INTERIOR LOCATIONS: FIRMLY PACK WITH FIBERGLASS AND CAULK. SECTION FOR (HVAC) PIPING. PART 3 - EXECUTION 2. EXTERIOR WALLS AND BELOW GRADE CORED HOLES: USE SEALING ELEMENT. 3.1 EQUIPMENT AND SYSTEMS 3 FIRE RATED PARTITIONS AND FLOOR SLABS: USE FIRE RATED ORGANIC COMPOUND (VOC) LIMITS CALLED FOR IN THE CURRENT A. PROVIDE EQUIPMENT AND SYSTEMS IN ACCORDANCE WITH LAWS, CODES, SEALING ELEMENTS, MATERIALS AND METHODS. PROVIDE PER VERSION OF U.S. GREEN BUILDING COUNCIL LEED CREDITS EQ 4.1 AND EQ 4. HANGER SHIELD GAUGES LISTED ARE FOR USE WITH BAND TYPE AND PROVISIONS OF EACH APPLICABLE SECTION OF THESE MANUFACTURER'S INSTRUCTIONS TO MAINTAIN FIRESTOP. 4.2. HANGERS ONLY. FOR POINT LOADING (ROLLER SUPPORT), SPECIFICATIONS. ACCURATELY ESTABLISH GRADE AND ELEVATION OF INCREASE SHIELD THICKNESS BY ONE GAUGE, AND LENGTH BY PIPING BEFORE SETTING SLEEVES. INSTALL PIPING WITHOUT SPRINGING 4. WATERPROOFED WALLS AND FLOORS: USE WATERPROOF 2.2 COPPER TUBE AND FITTINGS - SOLDER JOINT 50% OR FORCING (EXCEPT WHERE SPECIFICALLY CALLED FOR), MAKING SEALING ELEMENT, DEVICE, OR COMPOUND. A. PIPE: ASTM B88; TYPE K, L OR M, HARD TEMPER. SOFT TEMPER ONLY D. HANGER SPACING SCHEDULES: (BASED UPON MOST STRINGENT PROPER ALLOWANCE FOR EXPANSION AND ANCHORING. ARRANGE 3.10 ESCUTCHEON PLATES WHERE SPECIFIED. PLANS SHOW COPPER TUBE SIZES. REQUIREMENT OF MCNYS AND ASME B31.9) PIPING AT EQUIPMENT WITH NECESSARY OFFSETS, UNION, FLANGES, AND VALVES, TO ALLOW FOR EASY PART REMOVAL AND MAINTENANCE. A. PROVIDE POLISHED CHROME ESCUTCHEON PLATES FOR UNINSULATED B. TEES, ELBOWS, REDUCERS: WROUGHT COPPER, ANSI B16.22 OR CAST BRONZE; ANSI B16.8 SOLDER END CONNECTIONS. C. UNIONS AND FLANGES: 2 IN. AND SMALLER USE UNIONS, SOLDER TYPE, CAST BRONZE, GROUND JOINT, 150 LB. SWP: 2-1/2 IN. AND OVER USE FLANGES, CAST BRONZE, COMPANION TYPE, ASME DRILLED, SOLDER CONNECTION, 150 LB. SWP. D. SOLDER MATERIALS: NO -LEAD SOLDER, USING ALLOYS MADE FROM TIN, OFFSET PIPING AND CHANGE ELEVATION AS REQUIRED TO COORDINATE EXPOSED PIPING PASSING THROUGH FLOORS, WALLS OR CEILINGS IN WITH OTHER WORK. AVOID CONTACT WITH OTHER MECHANICAL OR FINISHED AREAS. ELECTRICAL SYSTEMS. PROVIDE ADEQUATE MEANS OF DRAINING AND 3.11 TESTS VENTING UNITS, RISERS, CIRCUITS AND SYSTEMS. INSTALL DRAINS CONSISTING OF A TEE FITTING WITH A 3/4 IN. BALL VALVE WITH HOSE END A. TEST PIPING AND ACCESSORIES BEFORE INSULATION, OR CONCEALMENT. CAP AND CHAIN, AT LOW POINTS IN HYDRONIC PIPING SYSTEM MAINS, AND REPEAT AS MANY TIMES AS NECESSARY TO PROVE TIGHT SYSTEM. ELSEWHERE AS REQUIRED FOR SYSTEM DRAINAGE. NOTIFY OWNER'S REPRESENTATIVE AT LEAST SEVEN DAYS IN ADVANCE B. CONCEAL PIPING UNLESS OTHERWISE CALLED FOR. COPPER TUBING OF EACH TEST. ISOLATE VALVES AND EQUIPMENT NOT CAPABLE OF COPPER, SILVER AND NICKEL. SHALL BE CUT WITH A WHEELED TUBING CUTTER OR OTHER APPROVED WITHSTANDING TEST PRESSURES. MAKE LEAKS TIGHT; NO CAULKING E. MAKE: HARRIS "STAY -SAFE 50" AND "BRIGHT", ENGELHARD "SILVERBRIGHT COPPER TUBING CUTTER TOOL, THE TUBING MUST BE CUT SQUARE TO PERMITTED. REMOVE AND REPLACE DEFECTIVE FITTINGS, PIPE OR 100", WILLARD INDUSTRIES "SOLDER SAFE (SILVER BEARING), CANFIELD CONNECTIONS FURNISH NECESSARY PUMPS GAUGES EQUIPMENT "WATERSAFE" OR APPROVED EQUAL. 2.3 COPPER TUBE AND FITTINGS- BRAZED JOINT A. PIPE: ASTM 688, TYPE K OR L, HARD TEMPER. B. TEES, ELBOWS AND REDUCERS: WROUGHT COPPER, ANSI B16.22 OR CAST COPPER OR PLASTIC COPPER PIPE PLASTIC PIPE HANGER PIPE SIZE HANGER HANGER ROD SIZE SPACING SPACING 3/4 TO 1 IN. 6 FT. 3 FT, 3/8 IN. 1-1/4 IN. 6 FT. 4 FT. 3/8 IN. 1-1/2 TO 2 IN. 8 FT. 4 FT. 3/8 IN. 2-1/2 TO 4 IN. 10 FT. 4 FT, 1/2 IN. 5 IN. AND LARGER 10 FT. I 4 FT. 3/4 IN. STEEL PIPE SIZE STEEL PIPE HANGER SPACING HANGER ROD SIZE 3/4 TO 1 IN. 8 FT. 3/8 IN. 1-1/4 IN. 10 FT. 3/8 IN. 1-1/2 TO 2-1/2 IN. 12 FT. 3/8 IN. 3 TO 4 IN. 12 FT. i 1/2 IN. 5 IN. AND LARGER 12 FT. 1 3/4 IN. PERMIT PROPER JOINING WITH THE FITTINGS. REAM PIPES AFTER CUTTING AND CLEAN BEFORE INSTALLING. CAP OR PLUG EQUIPMENT AND PIPING, VALVING, POWER AND LABOR FOR TESTING. CERTIFY THAT TESTS PIPE OPENINGS DURING CONSTRUCTION. INSTALL PIPING PARALLEL WITH HAVE BEEN SUCCESSFULLY COMPLETED. LINES OF BUILDING, PROPERLY SPACED TO PROVIDE CLEARANCE FOR B. SCHEDULE OF TEST REQUIREMENTS: INSULATION. MAKE CHANGES IN DIRECTION AND BRANCH CONNECTIONS WITH FITTINGS UNLESS SUBMITTED AND ACCEPTED PER PART 2. DO NOT 1. REFRIGERATION: INSTALL VALVES, UNION AND FLANGES IN INACCESSIBLE LOCATIONS. a. AFTER INSTALLATION, CHARGE SYSTEM WITH DRY BRONZE, ANSI B16.18. PROVIDE TRAP SEAL OF ADEQUATE DEPTH ON DRAIN PANS. NITROGEN TO MANUFACTURER'S RECOMMENDED C. UNIONS AND FLANGES: UNIONS FOR 2 IN. AND SMALLER. BRAZED TYPE E. INSERTS: CARBON STEEL BODY AND SQUARE INSERT NUT, GALVANIZED C. PROVIDE REDUCERS AT ALL CONTROL VALVES, WHERE CONTROL VALVE PRESSURE. CAST BRONZE GROUND JOINT, 150 LB. SWP. FLANGED FOR 2-1/2 IN. AND FINISH, MAXIMUM LOADING 1,300 LBS., FOR 3/8 IN. TO 3/4 IN, ROD SIZES. IS SMALLER THAN PIPELINE SIZE, REDUCERS FOR STEAM CONTROL b. SYSTEM SHALL HOLD THIS CHARGE WITH NO PRESSURE LARGER, BRAZED TYPE, CAST BRONZE COMPANION TYPE, GASKETED AND DRILL THROUGH DECKING FOR HANGER RODS AND SECURE DEVICES VALVES SHALL BE ECCENTRIC TYPE. PROVIDE UNIONS AT EACH SIDE OF DROP FOR 24 HOURS. BOLTED, ASME DRILLED 150 LB. SWP.GASKETS: GRADE "EHP" EPDM WITH INTEGRAL SUPPORT PLATE STRAP WITH SHEET METAL SCREWS. EVERY CONTROL VALVE AND REDUCERS DIRECTLY ADJACENT TO THE SYNTHETIC RUBBER, COLOR -CODED, -30OF TO 250OF TEMPERATURE DEVICES SHALL HAVE A SAFETY FACTOR OF FOUR. UNIONS. 3.12 PROTECTION AGAINST PHYSICAL DAMAGE RANGE, SUITABLE FOR WATER SERVICE. F. BEAM ATTACHMENTS: D. PROVIDE REDUCERS AT ALL BALANCE VALVES, WHERE BALANCE VALVE IS A. IN CONCEALED LOCATIONS WHERE PIPING, OTHER THAN CAST-IRON OR D. BRAZING MATERIALS: CLASS BCUP-2 FOR BRAZING COPPER TO BRASS, 1. C-CLAMP, LOCKNUT, ELECTROPLATED FINISH, UL LISTED, FM SMALLER THAN PIPELINE SIZE. STEEL, IS INSTALLED THROUGH HOLES OR NOTCHES IN STUDS, JOISTS, BRONZE OR COPPER. HARRIS, APPROVED, FOR PIPE SIZES 2 IN. AND SMALLER. 3.2 PIPING OVER ELECTRICAL EQUIPMENT RAFTERS OR SIMILAR MEMBERS LESS THAN 1-1/2 IN. FROM THE NEAREST 2.4 DIELECTRIC PROTECTION EDGE OF THE MEMBER, THE PIPE SHALL BE PROTECTED BY SHIELD 2. CENTER LOAD STYLE WITH CLAMP ATTACHMENTS THAT ENGAGE A. CONTRACTOR SHALL ROUTE PIPING TO AVOID INSTALLATION DIRECTLY PLATES. PROTECTIVE STEEL SHIELD PLATES HAVING A MINIMUM A. DESCRIPTION: ASSEMBLY OR FITTING HAVING INSULATING MATERIAL BOTH EDGES OF BEAM, ELECTROPLATED FINISH, UL LISTED, FM OVER ELECTRIC EQUIPMENT, INCLUDING, BUT NOT LIMITED TO PANELS, THICKNESS OF 0.0575 IN. (NO. 16 GAGE) SHALL COVER THE AREA OF THE ISOLATING JOINED DISSIMILAR METALS TO PREVENT GALVANIC ACTION APPROVED, FOR PIPE SIZES LARGER THAN 2 IN., REFER TO TRANSFORMERS, DISCONNECTS, STARTERS, MOTOR CONTROL CENTER, PIPE WHERE THE MEMBER IS NOTCHED OR BORED, AND SHALL EXTEND AND STOP CORROSION. "SUPPORTS" FOR ADDITIONAL REQUIREMENTS. ADJUSTABLE SPEED DRIVES AND FUSED SWITCHES. NOTE LESS THAN 2 IN. ABOVE SOLE PLATES AND BELOW TOP PLATES. B. DIELECTRIC UNIONS SHALL NOT BE USED DUE TO THEIR TENDENCY TO G. SUPPORTS: B. PIPING SHALL NOT BE INSTALLED IN THE DEDICATED ELECTRIC AND 3.13 PIPE LINE SIZING LEAK. PROVIDE A DIELECTRIC WATERWAY FITTING OR A BRASS NIPPLE 1. PROVIDE INTERMEDIATE STRUCTURAL STEEL MEMBERS WHERE WORKING SPACE AS DEFINED BY NEC 110. DEDICATED ELECTRICAL A PIPE SIZES CALLED FOR ARE TO BE MAINTAINED. PIPE SIZING CHANGES FOR DIELECTRIC PROTECTION. A BRASS VALVE IS ALSO AN ACCEPTABLE METHOD OF DIELECTRIC PROTECTION. REQUIRED FOR HANGER ATTACHMENT. SECURE MEMBER TO SPACE IS GENERALLY EQUAL TO THE DEPTH AND WIDTH OF ELECTRICAL EQUIPMENT, AND EXTENDS 6 FT. ABOVE THE ELECTRICAL EQUIPMENT, OR EQ I MADE ONLY AS REVIEWED BY OWNER'S REPRESENTATIVE. WHERE STRUCTURE. SELECT SIZE OF MEMBERS BASED ON A MINIMUM STRUCTURAL CEILING. DEDICATED WORKING SPACE IS A MINIMUM DEDICATED DISCREPANCY IN SIZE OCCURS, THE LARGER SIZE SHALL BE PROVIDED. C. FLANGES: FACTORY -FABRICATED, COMPANION -FLANGE ASSEMBLY, FOR FACTOR OF SAFETY OF FOUR. OF 30 IN. WIDE OR THE WIDTH EQUIPMENT (WHICHEVER IS LARGER) A 150 OR PSIGRAT MINIMUM PRESSURE TO SUIT SYSTEM FLUID PRESSURES 2. FOR WEIGHTS UNDER 1000 LBS.: INSERT, "U" SHAPED CHANNEL, MINIMUM OF 6 FT.-6 IN. TALL, WITH A DEPTH OF 3 FT. TO 9 FT. DEPENDING AND TEMPERATURES WITH FLANGE INSULATION KITS AND BOLT SLEEVES. MP BEAM CLAMPS OR OTHER STRUCTURALLY REVIEWED SUPPORT. ON THE VOLTAGE. EXHIBIT "A" -PIPING MATERIALS (HVAC) D. WATERWAY FITTINGS: 300 PSI MAXIMUM WORKING PRESSURE AT 230°F, THE FACTOR OF SAFETY SHALL BE AT LEAST FOUR. FOLLOW 3.3 REFRIGERATION PIPING MALE THREADED OR GROOVED ENDS, ELECTROPLATED DUCTILE IRON OR MANUFACTURER'S RECOMMENDATIONS. SERVICE PIPE MATERIALS FITTINGS CONNECTIONS STEEL BODY WITH LTHS HIGH TEMPERATURE POLYOLEFIN POLYMER 3. FOR WEIGHTS ABOVE 1000 LBS.: DRILL THROUGH FLOOR SLABS A. FITTINGS BRAZED WITH SILVER BRAZING ALLOY. GUARANTEE REFRIGERANT TYPE L WROUGHT SIL-FLO "5" SILVER LINER. AND PROVIDE FLUSH PLATE WELDED TO TOP OF ROD OR PROVIDE REFRIGERANT CHARGE FOR ONE YEAR FROM DATE OF FINAL ACCEPTANCE. PROVIDE FOR FLEXIBILITY AT COMPRESSOR REFRIGERANT COPPER, BRAZED BRAZING E. MAKE: EPCO, CAPITOL MANUFACTURING, WATTS, SHRRJOINT, VICTAULIC, ADDITIONAL INSERTS AND HANGERS TO REDUCE LOAD PER CONNECTIONS. PIPING AND SYSTEM SHALL MEET THE REQUIREMENTS OF GRADE HARD END OR APPROVED EQUAL. HANGER BELOW 1000 LBS MECHANICAL REFRIGERATION SAFETY CODE; ANSI B9.1. CLEAN PIPING, TEMPER, F. THE USE OF BRASS VALVES, BRASS NIPPLES (3 IN. AND LARGER) AND 4. MAKE: HILT[, ITW RAMSET, PHILLIPS "RED HEAD", OR APPROVED THEN PUMP -DOWN AND EVACUATE SYSTEM TO 0.1 IN. VAC BREAK DEOXIDIZED COPPER SHURJOINT EPDXY COATED TRANSITION COUPLING IPS-CTS MAY BE USED EQUAL. VACUUM WITH DRY NITROGEN AND RE -EVACUATE TO 0.1 IN. VAC AND FOR DIELECTRIC ISOLATION. DIELECTRIC TRANSITION FITTINGS SHALL BE CHARGE WITH THEN CHARGE SYSTEM HOURS; HOLD FOR FOUR ( ; . VENT, OVERFLOW, TYPE DWV OR WROUGHT THREADED OR SOLDER SHURJOINT MODEL DE30-GG FOR SIZES 2 IN. THROUGH 8 IN., WHICH SHALL H. TRAPEZE HANGERS: REFRIGERANT AS RECOMMENDED BY MANUFACTURER. DRAIN TYPE M COPPER COPPER PROVIDE EFFECTIVE INSULATION BETWEEN THE STEEL AND COPPER 1. FOR USE ON 1-1/2 IN. AND SMALLER PIPING ONLY. 3.4 HANGERS, INSERTS AND SUPPORTS SYSTEMS TO AVOID GALVANIC LOCAL CELL AND STRAY CURRENT PROBLEMS. THE DIELECTRIC TRANSITION FITTING SHALL BE MADE OF 2. HANGERS SHALL BE SUPPORTED WITH ROD SIZED WITH A SAFETY A. PIPING SHALL NOT BE SUPPORTED BY WIRES, BAND IRON, CHAINS, OR DUCTILE IRON PER ASTM A536 GR. 65-45-12, ELECTRIC DEPOSITION FACTOR OF FOUR, FROM OTHER PIPING. SUPPORT EACH PIPE WITH INDIVIDUAL HANGERS END OF SECTION COATED, WITH A VIRGIN PP (PROPYLENE) LINING. 3. MAY BE MANUFACTURED TYPE "U" SHAPED CHANNEL, OR SUITABLE FROM CONCRETE INSERTS, WELDED SUPPORTS, OR BEAM CLAMPS OF 2.5 REFRIGERATION PIPING ANGLE IRON OR CHANNEL. ROUND OFF ALL SHARP EDGES. PROPER CONFIGURATION AND POINT LOADING DESIGN REQUIREMENTS FOR EACH LOCATION INCLUDING THE DESIGNATED SAFETY FACTOR. A. TYPE L HARD TEMPER DEOXIDIZED, DEHYDRATED, AND SEALED COPPER 4. SECURELY FASTEN PIPING TO TRAPEZE WITH "U" BOLT OR STRAPS, TRAPEZE HANGERS ARE ACCEPTABLE FOR RACKING OF MULTIPLE PIPES TUBING, REFRIGERANT GRADE. DISSIMILAR METALS SHALL NOT TOUCH, USE ISOLATION GASKETS. OF 1-1/2 IN. OR LESS IN SIZE. FOLLOW MANUFACTURER'S SAFE LOADING RECOMMENDATIONS. SUSPEND WITH RODS OF SUFFICIENT LENGTH FOR B. REFRIGERANT GRADE WROUGHT COPPER FITTINGS. LONG RADIUS 5. MAKE: B-LINE, KINDORF, UNISTRUT, OR APPROVED EQUAL. SWING AND OF SIZE AS CALLED FOR, USING FOUR NUTS PER ROD. ELBOWS. 2.7 PIPING ACCESSORIES PROVIDE ADDITIONAL RUSTPROOFED STRUCTURAL STEEL MEMBERS, WHERE REQUIRED FOR PROPER SUPPORT. PROVIDE OVERSIZED C. FACTORY MADE SUCTION TRAPS, MELCO TYPE PT. A. ESCUTCHEON PLATES: PROVIDE ESCUTCHEON PLATES ON UNINSULATED HANGERS WHERE INSULATION/SUPPORTS MUST PASS BETWEEN PIPE AND D. PIPING AND SYSTEM SHALL MEET THE REQUIREMENTS OF SAFETY CODE PIPING IN EXPOSED AND FINISHED AREAS. STEEL OR CAST BRASS HANGER. ONLY CONCENTRIC TYPE HANGERS ARE PERMISSIBLE ON FOR MECHANICAL REFRIGERATION, ANSI/ASHRAE 15-1994 AND ASME/ANSI POLISHED CHROME, SPLIT HINGE TYPE WITH SETSCREW, HIGH PLATES PIPING LARGER THAN 2-1/2 IN., "C" TYPES ARE PERMITTED FOR PIPING 2-1/2 B31.5. WHERE REQUIRED FOR EXTENDED SLEEVES. IN. AND SMALLER. PROVIDE RISER CLAMPS FOR EACH RISER AT EACH FLOOR. E. MAKE: MUELLER, HOWELL METAL, CERRO, CAMBRIDGE-LEE, UNIVERSAL 2.8 SLEEVES B. PROVIDE A PIPE HANGER WITHIN 12 IN. OF PIPE UNIONS AND PIPING TUBE. A. STANDARD TYPE: CONNECTIONS TO EQUIPMENT, IN ORDER TO FACILITATE 2.6 HANGERS, INSERTS, AND SUPPORTS 1. SCHEDULE 40 BLACK STEEL PIPE SLEEVES SHALL BE USED FOR DISCONNECTIONS OF PIPING WITHOUT PIPE SAGGING. A. HANGERS, INSERTS, CLAMPS: B-LINE, GRINNELL, MICHIGAN HANGER, PHD SLEEVES IN HORIZONTAL AND VERTICAL APPLICATIONS THROUGH 3.5 HANGERS ATTACHED TO JOISTS MANUFACTURING, ANVIL, HILTI. STRUCTURAL SURFACES. SLEEVES SHALL EXTEND A MINIMUM OF 1 IN. BEYOND BOTH SIDES OF THE STRUCTURE SURFACE BEING A. INDIVIDUAL HANGERS MAY BE SUSPENDED DIRECTLY FROM THE BOTTOM B. HANGERS: PENETRATED. THE SLEEVE SHALL BE SIZED TO ACCOUNT FOR THE CHORD PANEL POINT PROVIDED THAT THE SUM OF THE CONCENTRATED TOTAL DIAMETER OF THE SERVICE, INCLUSIVE OF INSULATION AND LOADS WITHIN THE CHORD PANEL DOES NOT EXCEED 100 POUNDS AND 1. ADJUSTABLE, WROUGHT MALLEABLE IRON OR STEEL WITH THE APPROPRIATE ANNULAR SPACE FOR FIRESTOPPING THE ATTACHMENTS ARE CONCENTRIC TO THE CHORD, (ECCENTRICALLY ELECTROPLATED ZINC OR CADMIUM FINISH. COPPER PLATED OR INSTALLATION OR REQUIREMENTS OF THE SEALING ELEMENT LOADED JOISTS USING BEAM CLAMPS OR OTHER ATTACHMENT METHODS PVC COATED WHERE IN CONTACT WITH COPPER PIPING. HOT- MANUFACTURER. ARE NOT ACCEPTABLE.) DIPPED GALVANIZED FINISH FOR EXTERIOR LOCATIONS. 2. FULL CIRCLE WATER STOP COLLAR FOR SLEEVES LOCATED IN B. FOR NOMINAL CONCENTRATED LOADS BETWEEN PANEL CHORDS, WHICH 2. ADJUSTABLE RING TYPE WHERE PIPING IS INSTALLED DIRECTLY ON BELOW GRADE WALLS, WET WELLS AND WATERPROOFED HAVE BEEN ACCOUNTED FOR IN THE SPECIFIED UNIFORM DESIGN LOAD HANGER FOR PIPING 3 IN. AND SMALLER. SURFACES. THE COLLAR SHALL BE FABRICATED FROM STEEL FOR THE JOISTS, THIS CONTRACTOR IS TO PROVIDE STRUTS TO 3. ADJUSTABLE STEEL CLEVIS TYPE FOR 4 IN, AND LARGER, AND PLATE AND WELDED TO THE SLEEVE AROUND ITS ENTIRE TRANSFER THE LOAD TO A PANEL POINT ON THE OPPOSITE CHORD AS WHERE INSULATION PASSES THROUGH HANGER. CIRCUMFERENCE. REVIEWED AND ACCEPTABLE BY THE STRUCTURAL ENGINEER OF RECORD. 4. STEAM (OVER 50 PSI) PIPING, ADJUSTABLE YOKE PIPE ROLLER B. PRE -INSULATED TYPE: EQUIVALENT TO GRINNELL FIGURE #181. 1. ADJUSTABLE OR FIXED LENGTH METAL CANS, 24 GAUGE MINIMUM 3.6 PIPE CONNECTIONS 5. HANGERS SIZED TO PERMIT PASSAGE OF INSULATION THROUGH SIZED FOR 1 IN. SPACING BETWEEN INSULATION AND CAN. A. SOLDER CONNECTIONS: NONACID FLUX AND CLEAN OFF EXCESS FLUX THE HANGER FOR ALL PIPING. INSULATION SHALL CONSIST OF A 3600 WATERPROOFED CALCIUM AND SOLDER. 6. NUTS, WASHERS AND RODS WITH ELECTROPLATED ZINC OR SILICATE INSERT SIZED TO EXTEND 1 IN. BEYOND WALL OR FLOOR PENETRATION. CALCIUM SILICATE INSERT SHALL BE THE SAME B. BRAZED CONNECTIONS: MAKE JOINTS WITH SILVER BRAZING ALLOY IN CADMIUM FINISH. HOT -DIPPED GALVANIZED FINISH FOR EXTERIOR THICKNESS AS ADJOINING PIPE INSULATION. SPACING BETWEEN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. REMOVE WORKING PARTS OF VALVES BEFORE APPLYING HEAT. LOCATIONS. SHIELD AND CAN PACKED AT EACH END WITH DOUBLE NEOPRENE C. HANGER SHIELDS: ROPE POSITIVELY FASTENED. C. DIELECTRIC PROTECTION: PROVIDE DIELECTRIC PROTECTION DEVICES AT 2.9 SEALING ELEMENTS ALL PIPING CONNECTIONS AND ALL EQUIPMENT CONNECTIONS, WHERE 1. PRE -INSULATED TYPE: DISSIMILAR METALS MEET. FOLLOW ALL APPLICABLE MANUFACTURER'S A. EXPANDING NEOPRENE LINK TYPE, WATERTIGHT SEAL CONSISTING OF RECOMMENDATIONS AT EQUIPMENT CONNECTIONS. DIELECTRIC a. INSULATED PIPES SHALL BE PROTECTED AT POINT OF INTERLOCKING LINKS WITH ZINC PLATED BOLTS. PROTECTION SYSTEMS ARE NOT REQUIRED FOR AIR OR GAS SYSTEMS. SUPPORT BY A 3600 INSERT OF HIGH DENSITY, 100 PSI WATERPROOF CALCIUM SILICATE, ENCASED IN A 1800 SHEET 1. MAKE: THUNDERLINE "LINK -SEAL" SERIES 200, 300 OR 400, 3.7 HANGER SHIELDS METAL SHIELD. INSULATION INSERT TO BE SAME THICKNESS PYROPAC, CALIPCO. A. PROVIDE AT HANGERS FOR REFRIGERANT PIPING. PRE -INSULATED TYPE AS ADJOINING PIPE INSULATION AND EXTEND 1 IN, BEYOND SHEET METAL SHIELD. INSULATION SHALL BE PROVIDED B. WATERPROOF TYPE: OR FIELD -INSULATED TYPE AT CONTRACTOR'S OPTION. WITH A FACTORY INSTALLED ASJ. 1. EXTERIOR WALLS, BELOW GRADE, ABOVE FLOOR: SYNTHETIC 3.8 SLEEVES 2. FIELD -INSULATED TYPE: RUBBER MATERIAL WITH ZINC PLATED BOLTS. MAKE: "LINK -SEAL" A. PROVIDE FOR PIPES PASSING THROUGH FLOORS, WALLS OR CEILINGS. SERIES 200, 300 OR 400, PYROPAC, CALIPCO. 2.10 FIRESTOP SYSTEM FOR OPENINGS THROUGH FIRE RATED WALL FLOOR B. PRE -INSULATED TYPE: REQUIRED FOR REFRIGERANT PIPING. ASSEMBLIES C. STANDARD TYPE: PROVIDE FOR PIPING, EXCEPT AS CALLED FOR. 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK WAVE POOL BUILDING 512 MAIN STREET WEST YARMOUTH, MA 02673 ENGINEERING MechanicaUElectrical Engineering Consultants Capital District I Rochester I Buffalo I Syracuse 433 STATE STREET. SUITE 410 518.533.2171 SCHENECTADY, NY 1230E www.meengineering.com DDA PROJECT #21-008 Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn Project Manager P.I.C. CDM BAB M E K SHEET TITLE SPECIFICATIONS SHEET NUMBER L K 15 E E C IA A 2 3 4 5 6 7 l g I 9 1 10 1 11 12 13 14 15 M003 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. N M L K J H G E E D G B A 1 2 3 ,ECTION 233723.16 - LOUVERS PART 1 - GENERAL .1 DESCRIPTION A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED FOR THE COMPLETE INSTALLATION DESIGNED IN CONTRACT DOCUMENTS. .2 SUBMITTALS TO THE ARCHITECT/ENGINEER A. LOUVERS INCLUDING ALL BLADE TYPES, FINISHES, AND ARRANGEMENTS. B. PROVIDE ORIGINAL COLOR CHARTS FOR SELECTION OF FINISH. PART 2 - PRODUCTS ?A LOUVERS A. FACTORY CONSTRUCTED HIGH PERFORMANCE DRAINABLE, FIXED, EXTRUDED ALUMINUM 4 IN. DEEP LOUVERS. B. PROVIDE MULLIONS WHERE BLADE LENGTHS EXCEED 60 IN. C. SILL EXTENSION AND SILL STYLE AS REQUIRED BY JOB CONDITIONS. D. LOUVER TO BE FLANGED OR UN -FLANGED AS REQUIRED FOR THE WALL TYPE IN WHICH IT WILL BE INSTALLED. E. HEADS, SILLS AND JAMBS TO BE ONE PIECE STRUCTURAL MEMBERS OF 6063-T5 ALLOY WITH INTEGRAL CAULKING SLOT AND RETAINING BEADS. F. MULLIONS SHALL BE SLIDING INTERLOCK WITH INTERNAL DRAIN(S). G. BLADES TO BE ONE PIECE EXTRUSIONS WITH GUTTER(S) DESIGNED TO CATCH AND DIRECT WATER TO JAMB AND MULLION DRAINS. H. EXTRUSION THICKNESSES SHALL BE AS FOLLOWS: HEADS, SILLS, JAMBS AND MULLIONS: 0.081". FIXED BLADES:0.081". I. CLOSED CELL PVC COMPRESSION GASKETS SHALL BE PROVIDED BETWEEN BOTTOM OF THE MULLION OR JAMB AND THE TOP OF THE SILL TO INSURE LEAK TIGHT CONNECTIONS. J. ALL FASTENERS TO BE ALUMINUM OR STAINLESS STEEL. K. ALL LOUVERS TO BE FURNISHED WITH 5/8 IN. FLATTENED EXPANDED MESH, ALUMINUM BIRD SCREEN WITH A .055 IN. THICK EXTRUDED ALUMINUM FRAME. SCREENS AND SCREEN FRAMES TO BE STANDARD MILL FINISH. L. ALL LOUVERS SHALL BE FINISHED WITH POWDER COATING OF A COLOR TO BE SELECTED AT THE TIME OF SUBMITTAL REVIEW. COATING TO BE 1.5 TO 3 MIL. THICK FULL STRENGTH 100% RESIN FLUOROPOLYMER COATING. FINISH TO ADHERE TO A 4H HARDNESS RATING. THE LOUVER MANUFACTURER SHALL SUPPLY AN INDUSTRY STANDARD 20-YEAR LIMITED WARRANTY AGAINST FAILURE OR EXCESSIVE FADING OF THE FLUOROPOLYMER POWDER COAT FINISH. M. DESIGN EQUIPMENT: AMERICAN WARMING AND VENTILATION INC. N. MAKES: CONSTRUCTION SPECIALTIES, INC., AMERICAN WARMING & VENTILATING INC., ARROW UNITED INDUSTRIES, LOUVERS & DAMPERS, INC., RUSKIN, NAILOR. PART 3 - EXECUTION 3.1 GENERAL A. INSTALL LOUVERS AS PER MANUFACTURER'S RECOMMENDATIONS. 3.2 LOUVERS A. SIZE CALLED FOR IS APPROXIMATE WALL/OR MASONRY OPENING SIZE. ADJUST SLIGHTLY TO SUIT CONSTRUCTION OR COURSING (REVIEW ARCHITECTURAL DRAWINGS OR FIELD CONDITIONS FOR ROUGH OPENING SIZES.) LOUVERS WILL BE INSTALLED BY GENERAL CONTRACTOR, ASSISTED BY THIS CONTRACTOR. DELIVER IN AMPLE TIME. SLOPE DUCTWORK, AND PLENUM TO LOUVER WEEPHOLE OR PROVIDE DRAIN. END OF SECTION 4 5 PART 1 - GENERAL 6 1.1 WORK INCLUDED A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM OPERATIONS REQUIRED FOR COMPLETE ADJUSTING AND BALANCING WORK AS REQUIRED IN CONTRACT DOCUMENTS. B. THIS SECTION SPECIFIES THE REQUIREMENTS AND PROCEDURES OF, MECHANICAL SYSTEMS TESTING, ADJUSTING, AND BALANCING. REQUIREMENTS INCLUDE MEASUREMENT AND ESTABLISHMENT OF THE FLUID QUANTITIES OF THE MECHANICAL SYSTEMS AS REQUIRED TO MEET DESIGN SPECIFICATIONS, AND RECORDING AND REPORTING THE RESULTS. C. TEST, ADJUST, AND BALANCE THE FOLLOWING MECHANICAL SYSTEMS: 1. SUPPLY AIR SYSTEMS, ALL PRESSURE RANGES; INCLUDING CONSTANT VOLUME SYSTEMS, 2. RETURN AIR SYSTEMS. 3. EXHAUST AIR SYSTEMS. D. THIS SECTION DOES NOT INCLUDE: 1. TESTING BOILERS AND PRESSURE VESSELS FOR COMPLIANCE WITH SAFETY CODES; 2. SPECIFICATIONS FOR MATERIALS FOR PATCHING MECHANICAL SYSTEMS; 3. SPECIFICATIONS FOR MATERIALS AND INSTALLATION OF ADJUSTING AND BALANCING DEVICES. IF DEVICES MUST BE ADDED TO ACHIEVE PROPER ADJUSTING AND BALANCING, REFER TO THE RESPECTIVE SYSTEM SECTIONS FOR MATERIALS AND INSTALLATION REQUIREMENTS. 4. REQUIREMENTS AND PROCEDURES FOR PIPING AND DUCTWORK SYSTEMS LEAKAGE TESTS. 1.2 SUBMITTALS A. PROVIDE INFORMATION IN REPORT FORM LISTING ITEMS REQUIRED BY SPECIFICATIONS. RESULTS SHALL BE GUARANTEED. CONTRACTOR SHALL BE SUBJECT TO RECALL TO SITE TO VERIFY REPORT INFORMATION BEFORE ACCEPTANCE OF THE REPORT BY THE OWNER'S REPRESENTATIVE. B. STRATEGIES AND PROCEDURES PLAN: WITHIN THIRTY (30) DAYS OF CONTRACTOR'S NOTICE TO PROCEED, SUBMIT TESTING AND BALANCING STRATEGIES AND STEP-BY-STEP PROCEDURES AS SPECIFIED IN SECTION 3.1.B, "PREPARATION", AND CONSISTENT WITH THOSE LISTED IN PART 3 OF THIS SPECIFICATION. C. SYSTEM READINESS CHECKLISTS: WITHIN THIRTY (30) DAYS OF CONTRACTOR'S NOTICE TO PROCEED, AABC AGENCY SHALL PROVIDE SYSTEM READINESS CHECKLISTS AS SPECIFIED IN SECTION 3.1.C, "PREPARATION", TO BE USED AND FILLED OUT BY THE INSTALLING CONTRACTORS VERIFYING THAT SYSTEMS ARE READY FOR TESTING AND BALANCING. D. EXAMINATION REPORT: PROVIDE A SUMMARY REPORT OF THE EXAMINATION REVIEW REQUIRED IN SECTION 3.1.D TO THE ENGINEER, DOCUMENTING ISSUES THAT MAY PRECLUDE THE PROPER TESTING AND BALANCING OF THE SYSTEMS. E. CERTIFIED REPORT FORMAT SHALL CONSIST OF THE FOLLOWING: 1. TITLE SHEET WITH JOB NAME, CONTRACTOR, ENGINEER, DATE, BALANCE CONTRACTOR'S NAME, ADDRESS, TELEPHONE NUMBER AND CONTACT PERSON'S NAME AND THE BALANCING TECHNICIAN'S NAME. 2. INDIVIDUAL TEST SHEETS FOR AIR HANDLERS, TERMINAL UNITS, AIR DISTRIBUTION, EXHAUST FANS, DUCT TRAVERSES, PUMPS, AIR HANDLING COILS, REHEAT COILS, RADIATION, CONVECTORS, CABINET UNIT HEATERS AND UNIT VENTILATORS. 3. MANUFACTURER'S PUMP AND FAN CURVES FOR EQUIPMENT INSTALLED WITH DESIGN AND ACTUAL OPERATING CONDITIONS INDICATED. 4. TAB REPORT FORMS: USE STANDARD FORMS FROM AABC'S "NATIONAL STANDARDS FOR TESTING AND BALANCING HEATING, VENTILATING, AND AIR CONDITIONING SYSTEMS" OR NEBB'S "PROCEDURAL STANDARDS FOR TESTING, ADJUSTING, AND BALANCING OF ENVIRONMENTAL SYSTEMS" OR TABB'S "TESTING, ADJUSTING AND BALANCING BUREAU". 1.3 DEFINITIONS A. SYSTEM TESTING, ADJUSTING AND BALANCING IS THE PROCESS OF CHECKING AND ADJUSTING ALL THE BUILDING ENVIRONMENTAL SYSTEMS TO PRODUCE THE DESIGN OBJECTIVES. IT INCLUDES: 1. THE BALANCE OF AIR AND WATER DISTRIBUTION; 2. ADJUSTMENT OF TOTAL SYSTEM TO PROVIDE DESIGN QUANTITIES; 3. ELECTRICAL MEASUREMENT; 4. VERIFICATION OF PERFORMANCE OF ALL EQUIPMENT AND AUTOMATIC CONTROLS. B. TEST: TO DETERMINE QUANTITATIVE PERFORMANCE OF EQUIPMENT. C. ADJUST: TO REGULATE THE SPECIFIED FLUID FLOW RATE AND AIR PATTERNS AT THE TERMINAL EQUIPMENT (E.G., REDUCE FAN SPEED, THROTTLING). D. BALANCE: TO PROPORTION FLOWS WITHIN THE DISTRIBUTION SYSTEM (SUBMAINS, BRANCHES, AND TERMINALS) ACCORDING TO SPECIFIED DESIGN QUANTITIES. E. PROCEDURE: STANDARDIZED APPROACH AND EXECUTION OF SEQUENCE OF WORK OPERATIONS TO YIELD REPRODUCIBLE RESULTS. F. REPORT FORMS: TEST DATA SHEETS ARRANGED FOR COLLECTING TEST DATA IN LOGICAL ORDER FOR SUBMISSION AND REVIEW. THIS DATA SHOULD ALSO FORM THE PERMANENT RECORD TO BE USED AS THE BASIS FOR REQUIRED FUTURE TESTING, ADJUSTING, AND BALANCING. G. TERMINAL: THE POINT WHERE THE CONTROLLED FLUID ENTERS OR LEAVES THE DISTRIBUTION SYSTEM. THERE ARE SUPPLY INLETS ON WATER TERMINALS, SUPPLY OUTLETS ON AIR TERMINALS, RETURN OUTLETS ON WATER TERMINALS, AND EXHAUST OR RETURN SUPPLY OR OUTSIDE AIR INLETS OR OUTLETS ON TERMINALS SUCH AS REGISTERS, GRILLES, DIFFUSERS, AND LOUVERS. H. MAIN: DUCT OR PIPE CONTAINING THE SYSTEM'S MAJOR OR ENTIRE FLUID FLOW. I. SUBMAIN: DUCT OR PIPE CONTAINING PART OF THE SYSTEMS' CAPACITY AND SERVING TWO OR MORE BRANCH MAINS. J. BRANCH MAIN: DUCT OR PIPE SERVING TWO OR MORE TERMINALS. K. BRANCH: DUCT OR PIPE SERVING A SINGLE TERMINAL. 1.4 QUALIFICATIONS A. FOLLOW PROCEDURES AND METHODS PUBLISHED BY ONE OR MORE OF THE FOLLOWING: 1. ASSOCIATED AIR BALANCE COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB) OR TESTING, ADJUSTING AND BALANCING BUREAU (TABB). 2. INDIVIDUAL MANUFACTURER REQUIREMENTS AND RECOMMENDATIONS. B. MAINTAIN QUALIFIED PERSONNEL AT PROJECT FOR SYSTEM OPERATION AND TROUBLE SHOOTING. TAB CONTRACTOR SHALL CHANGE SHEAVES AND PERFORM MECHANICAL ADJUSTMENTS IN CONJUNCTION WITH BALANCING PROCEDURE. C. BALANCING CONTRACTOR SHALL BE CURRENT MEMBER OF AABC, NEBB, OR TABB. D. INSTRUMENTATION TYPE, QUANTITY, ACCURACY, AND CALIBRATION: AS DESCRIBED IN THE AABC NATIONAL STANDARDS FOR TOTAL SYSTEM BALANCE AND SMACNA TAB PROCEDURAL GUIDE. 7 a 9 A. BEFORE CONCEALMENT OF SYSTEMS VISIT THE JOB SITE TO VERIFY AND ADVISE ON TYPE AND LOCATION OF BALANCING DEVICES AND TEST POINTS. MAKE CHANGES AS REQUIRED TO BALANCE FACILITIES. B. PLACE SYSTEMS IN SATISFACTORY OPERATING CONDITION. 1. ADJUSTING AND BALANCING SHALL BE ACCOMPLISHED AS SOON AS THE SYSTEMS ARE COMPLETE AND BEFORE OWNER TAKES POSSESSION. 2. PRIOR TO BALANCING, ADJUST BALANCING DEVICES FOR FULL FLOW; FILL, VENT AND CLEAN HYDRONIC SYSTEMS, REPLACE TEMPORARY FILTERS AND STRAINERS. 3. INITIAL ADJUSTMENT AND BALANCING TO QUANTITIES AS CALLED FOR OR AS DIRECTED BY THE ENGINEER, TO SATISFY JOB CONDITIONS. 4. ALL OUTDOOR CONDITIONS (DB, WB, AND A DESCRIPTION OF THE WEATHER CONDITIONS) AT THE TIME OF TESTING SHALL BE DOCUMENTED IN THE REPORT. 5. PROVIDE SHEAVES AND BELTS AS REQUIRED TO MEET SYSTEM PERFORMANCE REQUIREMENTS FOR ALL BELT -DRIVEN FAN MOTORS 10 HP AND GREATER. ADJUST AND ALIGN SHEAVES TO OBTAIN PROPER SETTINGS AND OPERATION. VERIFY MOTORS ARE NOT OVERLOADING. 6. INSTALLING CONTRACTOR SHALL REPLACE BALANCING COCKS, FLOW BALANCERS AND DAMPERS IN NEW SYSTEMS THAT CANNOT BE MANIPULATED TO SATISFY BALANCING REQUIREMENTS. 7. IDENTIFY FLOW BALANCERS, BALANCING COCKS AND DAMPERS IN EXISTING SYSTEMS THAT CANNOT BE MANIPULATED TO SATISFY BALANCING REQUIREMENTS. 8. TRAVERSE MAIN DUCTS TO DETERMINE TOTAL SYSTEM AIR QUANTITIES AFTER ALL OUTLETS HAVE BEEN SET PRIOR TO FINAL ADJUSTMENT IF THE SYSTEM DOES NOT MEET DESIGN REQUIREMENTS. A SUM OF ROOM CFM'S IS NOT ACCEPTABLE. 9. IF DUCT CONSTRUCTION AND/OR INSTALLATION PROHIBITS PROPER TRAVERSE READINGS, PROVIDE COIL MEASUREMENTS AT MAIN COILS AND/OR FRESH AIR INTAKE TRAVERSE WITH UNITS OPERATING IN 100% OUTSIDE AIR MODE (WHERE APPLICABLE). 1.6 CONTRACTOR RESPONSIBILITIES A. PROVIDE TESTING AND BALANCING AGENCY ONE COMPLETE SET OF CONTRACT DOCUMENTS, CHANGE ORDERS, AND APPROVED SUBMITTALS IN DIGITAL AND HARD COPY FORMATS. B. CONTROLS CONTRACTOR SHALL PROVIDE REQUIRED BAS HARDWARE, SOFTWARE, PERSONNEL AND ASSISTANCE TO TESTING AND BALANCING AGENCY AS REQUIRED TO BALANCE THE SYSTEMS. CONTROLS CONTRACTOR SHALL ALSO PROVIDE TRENDING REPORT TO DEMONSTRATE THAT SYSTEMS ARE COMPLETE. C. COORDINATE MEETINGS AND ASSISTANCE FROM SUPPLIERS AND CONTRACTORS AS REQUIRED BY TESTING AND BALANCING AGENCY. D. PROVIDE ADDITIONAL VALVES, DAMPERS, SHEAVES AND BELTS AS REQUIRED BY TESTING AND BALANCING AGENCY. E. FLAG ALL MANUAL VOLUME DAMPERS WITH FLUORESCENT OR OTHER HIGH -VISIBILITY TAPE. F. PROVIDE ACCESS TO ALL DAMPERS, VALVES, TEST PORTS, NAMEPLATES AND OTHER APPURTENANCES AS REQUIRED BY TESTING AND BALANCING AGENCY. G. INSTALLING CONTRACTOR SHALL REPLACE OR REPAIR INSULATION AS REQUIRED BY TESTING AND BALANCING AGENCY. H. HAVE THE HVAC SYSTEMS AT COMPLETE OPERATIONAL READINESS FOR TESTING AND BALANCING TO BEGIN. AS A MINIMUM VERIFY THE FOLLOWING: 1. AIRSIDE a. ALL DUCTWORK IS COMPLETE WITH ALL TERMINALS INSTALLED. b. ALL VOLUME, SMOKE AND FIRE DAMPERS ARE OPEN AND FUNCTIONAL. C. CLEAN FILTERS ARE INSTALLED. d. ALL FANS ARE OPERATING, FREE OF VIBRATION, AND ROTATING IN CORRECT DIRECTION. e. ASD START-UP IS COMPLETE AND ALL SAFETIES ARE VERIFIED. f. SYSTEM READINESS CHECKLISTS ARE COMPLETED AND RETURNED TO TESTING AND BALANCING AGENCY. I. PROMPTLY CORRECT DEFICIENCIES IDENTIFIED DURING TESTING AND BALANCING. J. MAINTAIN A CONSTRUCTION SCHEDULE THAT ALLOWS THE TESTING AND BALANCING AGENCY TO COMPLETE WORK PRIOR TO OCCUPANCY. PART 2 - PRODUCTS 2.1 GENERAL REQUIREMENTS A. PROVIDE TOOLS, LADDERS, RECORDING METERS, GAUGES, THERMOMETERS, VELTMETERS, ANEMOMETERS, PITOT TUBES, INCLINED GAUGE MANOMETERS, MAGNEHELIC GAUGES, AMPROBES, VOLTMETERS, PSYCHROMETERS AND TACHOMETERS REQUIRED. B. INSTRUMENTATION CALIBRATION: CALIBRATE INSTRUMENTS AT LEAST EVERY SIX (6) MONTHS OR MORE FREQUENTLY IF REQUIRED BY INSTRUMENT MANUFACTURER. 1. KEEP AN UPDATED RECORD OF INSTRUMENT CALIBRATION THAT INDICATES DATE OF CALIBRATION AND THE NAME OF PARTY PERFORMING INSTRUMENT CALIBRATION. PART 3 - EXECUTION 3.1 PREPARATION A. EXAMINE BID DOCUMENTS AND SUBMITTALS AND NOTIFY OWNER'S REPRESENTATIVE AND ENGINEER OF ANY QUESTIONS REGARDING BALANCING. 1. EXAMINE THE CONTRACT DOCUMENTS TO BECOME FAMILIAR WITH PROJECT REQUIREMENTS AND TO DISCOVER CONDITIONS IN SYSTEMS' DESIGNS THAT MAY PRECLUDE PROPER TESTING AND BALANCING OF SYSTEMS AND EQUIPMENT. 2. EXAMINE THE APPROVED SUBMITTALS FOR HVAC SYSTEMS AND EQUIPMENT. 3. EXAMINE EQUIPMENT PERFORMANCE DATA INCLUDING FAN AND PUMP CURVES. B. PREPARE A TESTING AND BALANCING STRATEGIES AND PROCEDURES PLAN THAT INCLUDES: 1. EQUIPMENT AND SYSTEMS TO BE TESTED. 2. STRATEGIES AND STEP-BY-STEP PROCEDURES FOR BALANCING THE SYSTEMS. 3. INSTRUMENTATION TO BE USED, 4. SAMPLE FORMS WITH SPECIFIC IDENTIFICATION FOR ALL EQUIPMENT. C. PREPARE SYSTEM -READINESS CHECKLISTS, AS DESCRIBED IN THE AABC NATIONAL STANDARDS FOR TOTAL SYSTEM BALANCE AND SMACNA TAB PROCEDURAL GUIDE, FOR USE BY CONTRACTORS IN VERIFYING SYSTEM READINESS FOR TESTING AND BALANCING. THESE SHALL INCLUDE, AT A MINIMUM: 1. AIRSIDE a. ALL DUCTWORK IS COMPLETE WITH ALL TERMINALS INSTALLED. b. ALL VOLUME, SMOKE AND FIRE DAMPERS ARE OPEN AND FUNCTIONAL. 10 12 C. CLEAN FILTERS ARE INSTALLED. d. ALL FANS ARE OPERATING, FREE OF VIBRATION, AND ROTATING IN CORRECT DIRECTION. e. PERMANENT ELECTRICAL POWER WIRING AND ASD START- UP IS COMPLETE AND ALL SAFETIES ARE VERIFIED. f. AUTOMATIC TEMPERATURE -CONTROL SYSTEMS ARE OPERATIONAL. 9. CEILINGS ARE INSTALLED. h. WINDOWS AND DOORS ARE INSTALLED. i. SUITABLE ACCESS TO BALANCING DEVICES AND EQUIPMENT IS PROVIDED. j. EQUIPMENT AND DUCT ACCESS DOORS ARE SECURELY CLOSED. D. EXAMINE CONSTRUCTION AND NOTIFY OWNER'S REPRESENTATIVE AND ENGINEER OF OUTSTANDING ISSUES RELATED TO BALANCING, AS PART OF "EXAMINATION REPORT" SUBMITTAL. 1. EXAMINE CEILING PLENUMS AND UNDERFLOOR AIR PLENUMS USED FOR SUPPLY, RETURN, OR RELIEF AIR TO VERIFY THAT THEY ARE PROPERLY SEPARATED FROM ADJACENT AREAS. 2. EXAMINE HVAC EQUIPMENT AND VERIFY THAT BEARINGS ARE GREASED, BELTS ARE ALIGNED AND TIGHT, CLEAN PERMANENT FILTERS ARE INSTALLED, AND CONTROLS ARE READY FOR OPERATION. 3. EXAMINE SYSTEMS FOR INSTALLED BALANCING DEVICES, SUCH AS TEST PORTS, GAGE COCKS, THERMOMETER WELLS, FLOW - CONTROL DEVICES, BALANCING VALVES AND FITTINGS, WELD-0- LETS, AND MANUAL VOLUME DAMPERS PRIOR TO PRESSURE TESTING. NOTE THE LOCATIONS OF DEVICES THAT ARE NOT ACCESSIBLE FOR TESTING AND BALANCING. 3.2 GENERAL PROCEDURES FOR TESTING AND BALANCING A. PERFORM TESTING AND BALANCING PROCEDURES ON EACH SYSTEM ACCORDING TO THE PROCEDURES CONTAINED IN AABC'S "NATIONAL STANDARDS FOR TESTING AND BALANCING HEATING, VENTILATING, AND AIR CONDITIONING SYSTEMS" OR NEBB'S "PROCEDURAL STANDARDS FOR TESTING, ADJUSTING, AND BALANCING OF ENVIRONMENTAL SYSTEMS" OR TABB'S "SMACNA TAB PROCEDURAL GUIDE" AND THIS SECTION. B. CUT INSULATION, DUCTS, PIPES, AND EQUIPMENT CABINETS FOR INSTALLATION OF TEST PROBES TO THE MINIMUM EXTENT NECESSARY TO ALLOW ADEQUATE PERFORMANCE OF PROCEDURES. AFTER TESTING AND BALANCING, CLOSE PROBE HOLES AND PATCH INSULATION WITH NEW MATERIALS IDENTICAL TO THOSE REMOVED. RESTORE VAPOR BARRIER AND FINISH ACCORDING TO INSULATION SPECIFICATIONS FOR THIS PROJECT. C. MARK EQUIPMENT AND BALANCING DEVICE SETTINGS WITH PAINT OR OTHER SUITABLE, PERMANENT IDENTIFICATION MATERIAL, INCLUDING DAMPER -CONTROL POSITIONS, VALVE POSITION INDICATORS, FAN -SPEED - CONTROL LEVERS, AND SIMILAR CONTROLS AND DEVICES, TO SHOW FINAL SETTINGS. D. TAKE AND REPORT TESTING AND BALANCING MEASUREMENTS IN INCH - POUND (IP) UNITS. 3.3 GENERAL PROCEDURES FOR BALANCING AIR SYSTEMS A. PREPARE TEST REPORTS FOR BOTH FANS AND OUTLETS. OBTAIN MANUFACTURER'S OUTLET FACTORS AND RECOMMENDED TESTING PROCEDURES. CROSSCHECK THE SUMMATION OF REQUIRED OUTLET VOLUMES WITH REQUIRED FAN VOLUMES. B. PREPARE SCHEMATIC DIAGRAMS OF SYSTEMS' "AS -BUILT" DUCT LAYOUTS. C. FOR VARIABLE -AIR -VOLUME SYSTEMS, DEVELOP A PLAN TO SIMULATE DIVERSITY. D. DETERMINE THE BEST LOCATIONS IN MAIN AND BRANCH DUCTS FOR ACCURATE DUCT AIRFLOW MEASUREMENTS. E. CHECK AIRFLOW PATTERNS FROM THE OUTSIDE -AIR LOUVERS AND DAMPERS AND THE RETURN AND EXHAUST -AIR DAMPERS, THROUGH THE SUPPLY -FAN DISCHARGE AND MIXING DAMPERS. F. LOCATE START -STOP AND DISCONNECT SWITCHES, ELECTRICAL INTERLOCKS, AND MOTOR STARTERS. G. VERIFY THAT MOTOR STARTERS ARE EQUIPPED WITH PROPERLY SIZED THERMAL PROTECTION. H. CHECK DAMPERS FOR PROPER POSITION TO ACHIEVE DESIRED AIRFLOW PATH. I. CHECK FOR AIRFLOW BLOCKAGES. J. CHECK CONDENSATE DRAINS FOR PROPER CONNECTIONS AND FUNCTION. K. CHECK FOR PROPER SEALING OF AIR -HANDLING UNIT COMPONENTS. L. CHECK FOR PROPER SEALING OF AIR DUCT SYSTEM. 3.4 PROCEDURES FOR CONSTANT -VOLUME AIR SYSTEMS A. ADJUST FANS TO DELIVER TOTAL INDICATED AIRFLOWS WITHIN THE MAXIMUM ALLOWABLE FAN SPEED LISTED BY FAN MANUFACTURER. 1. MEASURE FAN STATIC PRESSURES TO DETERMINE ACTUAL STATIC PRESSURE AS FOLLOWS: a. MEASURE OUTLET STATIC PRESSURE AS FAR DOWNSTREAM FROM THE FAN AS PRACTICABLE AND UPSTREAM FROM RESTRICTIONS IN DUCTS SUCH AS ELBOWS AND TRANSITIONS. b. MEASURE STATIC PRESSURE DIRECTLY AT THE FAN OUTLET OR THROUGH THE FLEXIBLE CONNECTION. C. MEASURE INLET STATIC PRESSURE OF SINGLE -INLET DUCT AS NEAR THE FAN AS POSSIBLE, UPSTREAM FROM FLEXIBLE CONNECTION AND DOWNSTREAM FROM DUCT RESTRICTIONS. d. MEASURE INLET STATIC PRESSURE OF DOUBLE -INLET FANS THROUGH THE WALL OF THE PLENUM THAT HOUSES THE FAN. 2. MEASURE STATIC PRESSURE ACROSS EACH COMPONENT THAT MAKES UP AN AIR -HANDLING UNIT, ROOFTOP UNIT, AND OTHER AIR - HANDLING AND TREATING EQUIPMENT. 3, MEASURE STATIC PRESSURES ENTERING AND LEAVING OTHER DEVICES SUCH AS SOUND TRAPS, HEAT RECOVERY EQUIPMENT, AND AIR WASHERS, UNDER FINAL BALANCED CONDITIONS. 4. COMPARE DESIGN DATA WITH INSTALLED CONDITIONS TO DETERMINE VARIATIONS IN DESIGN STATIC PRESSURES VERSUS ACTUAL STATIC PRESSURES. COMPARE ACTUAL SYSTEM EFFECT FACTORS TO IDENTIFY WHERE VARIATIONS OCCUR. RECOMMEND CORRECTIVE ACTION TO ALIGN DESIGN AND ACTUAL CONDITIONS. 5. OBTAIN APPROVAL FROM ENGINEER FOR ADJUSTMENT OF FAN SPEED HIGHER OR LOWER THAN INDICATED SPEED. MAKE REQUIRED ADJUSTMENTS TO SHEAVES SIZES, MOTOR SIZES, AND ELECTRICAL CONNECTIONS TO ACCOMMODATE FAN -SPEED CHANGES. 6. DO NOT MAKE FAN -SPEED ADJUSTMENTS THAT RESULT IN MOTOR OVERLOAD. CONSULT EQUIPMENT MANUFACTURERS ABOUT FAN - SPEED SAFETY FACTORS. MODULATE DAMPERS AND MEASURE FAN -MOTOR AMPERAGE TO ENSURE THAT NO OVERLOAD WILL OCCUR. MEASURE AMPERAGE IN FULL COOLING, FULL HEATING, ECONOMIZER, AND ANY OTHER OPERATING MODES TO DETERMINE THE MAXIMUM REQUIRED BRAKE HORSEPOWER. B. ADJUST VOLUME DAMPERS FOR MAIN DUCT, SUBMAIN DUCTS, AND MAJOR BRANCH DUCTS TO INDICATED AIRFLOWS WITHIN SPECIFIED TOLERANCES. 1. MEASURE STATIC PRESSURE AT A POINT DOWNSTREAM FROM THE BALANCING DAMPER AND ADJUST VOLUME DAMPERS UNTIL THE PROPER STATIC PRESSURE IS ACHIEVED. 13 14 15 a. WHERE SUFFICIENT SPACE IN SUBMAIN AND BRANCH DUCTS IS UNAVAILABLE FOR PITOT-TUBE TRAVERSE MEASUREMENTS, MEASURE AIRFLOW AT TERMINAL OUTLETS AND INLETS AND CALCULATE THE TOTAL AIRFLOW FOR THAT ZONE. 2. RE -MEASURE EACH SUBMAIN AND BRANCH DUCT AFTER ALL HAVE BEEN ADJUSTED. CONTINUE TO ADJUST SUBMAIN AND BRANCH DUCTS TO INDICATED AIRFLOWS WITHIN SPECIFIED TOLERANCES. C. MEASURE TERMINAL OUTLETS AND INLETS WITHOUT MAKING ADJUSTMENTS. 1. MEASURE TERMINAL OUTLETS USING A DIRECT -READING HOOD OR OUTLET MANUFACTURER'S WRITTEN INSTRUCTIONS AND CALCULATING FACTORS. D. ADJUST TERMINAL OUTLETS AND INLETS FOR EACH SPACE TO INDICATED AIRFLOWS WITHIN SPECIFIED TOLERANCES OF INDICATED VALUES. MAKE ADJUSTMENTS USING VOLUME DAMPERS RATHER THAN EXTRACTORS AND THE DAMPERS AT AIR TERMINALS. 1. ADJUST EACH OUTLET IN SAME ROOM OR SPACE TO WITHIN SPECIFIED TOLERANCES OF INDICATED QUANTITIES WITHOUT GENERATING NOISE LEVELS ABOVE THE LIMITATIONS PRESCRIBED BY THE CONTRACT DOCUMENTS. 2. ADJUST PATTERNS OF ADJUSTABLE OUTLETS FOR PROPER DISTRIBUTION WITHOUT DRAFTS. 3.5 TOLERANCES A. SET HVAC SYSTEM'S AIR FLOW RATES AND WATER FLOW RATES WITHIN THE FOLLOWING TOLERANCES.- 1 . SUPPLY, RETURN, AND EXHAUST FANS: ZERO TO PLUS 10 PERCENT. 2. AIR OUTLETS AND INLETS: PLUS OR MINUS 10 PERCENT. 3. MINIMUM OUTSIDE AIR: ZERO TO PLUS 10 PERCENT, 3.6 FINAL TEST AND BALANCE REPORT A. THE REPORT SHALL BE A COMPLETE RECORD OF THE HVAC SYSTEM PERFORMANCE, INCLUDING CONDITIONS OF OPERATION, ITEMS OUTSTANDING, AND ANY DEVIATIONS FOUND DURING THE TESTING AND BALANCING PROCESS. THE FINAL REPORT ALSO PROVIDES A REFERENCE OF ACTUAL OPERATING CONDITIONS FOR THE OWNER AND/OR OPERATIONS PERSONNEL. ALL MEASUREMENTS AND TEST RESULTS THAT APPEAR IN THE REPORTS MUST BE MADE ON SITE AND DATED BY THE TECHNICIANS OR TEST AND BALANCE ENGINEERS. B. THE REPORT MUST BE ORGANIZED BY SYSTEMS AND SHALL INCLUDE THE FOLLOWING INFORMATION AS A MINIMUM: 1. TITLE PAGE: a. AABC OR NEBB CERTIFIED COMPANY NAME. b. COMPANY ADDRESS. C. COMPANY TELEPHONE NUMBER. d. PROJECT IDENTIFICATION NUMBER. e. LOCATION. f. PROJECT ARCHITECT. 9. PROJECT ENGINEER. h. PROJECT CONTRACTOR. i. PROJECT NUMBER. j. DATE OF REPORT. k. CERTIFICATION STATEMENT. I. NAME, SIGNATURE, AND CERTIFICATION NUMBER. 2. TABLE OF CONTENTS. 3. NATIONAL PERFORMANCE GUARANTY. 4. REPORT SUMMARY: a. THE SUMMARY SHALL INCLUDE A LIST OF ITEMS THAT DO NOT MEET DESIGN TOLERANCES, WITH INFORMATION THAT MAY BE CONSIDERED IN RESOLVING DEFICIENCIES. 5. INSTRUMENT LIST: a. TYPE b. MANUFACTURER C. MODEL d. SERIAL NUMBER e. CALIBRATION DATE C. REQUIRED AIR SIDE DATA - TEST, ADJUST AND RECORD THE FOLLOWING: 1. MOTORS: a. RPM b. BHP C. FULL LOAD AMPS d. SHEAVE SIZES, NUMBER AND SIZE OF BELTS e. SHAFT DIAMETER f. COMPLETE NAMEPLATE DATA 2. FANS: a. CFM b. RPM C. SUCTION STATIC PRESSURE d. DISCHARGE STATIC PRESSURE e. SHEAVE SIZES, NUMBER AND SIZE OF BELTS, KEY SIZES, SHAFT, DIAMETER f. COMPLETE NAMEPLATE DATA 9. SKETCH OF SYSTEM'S INLET AND OUTLET CONNECTIONS h. LOCATION OF TEST PORT 3. DUCT: TRAVERSE ZONES: a. CFM b. STATIC PRESSURE 4. AHU - [FAN COIL UNITS, HEAT PUMPS, UNIT VENTILATORS] (IN BOTH MINIMUM O.A. AND ECONOMIZER MODES): a. MINIMUM OUTDOOR AIR CFM b. TOTAL DISCHARGE AND RETURN CFM C. STATIC PROFILE THRU UNIT d. COMPLETE NAMEPLATE DATA 5. COIL: a. ENTERING AIR TEMPERATURE (DBNVB) b. LEAVING AIR TEMPERATURE (DB/WB) C. STATIC DIFFERENTIAL d. FACE VELOCITY AND AREA e. CFM f. COMPLETE NAMEPLATE DATA 6. REGISTERS/GRILLES/DIFFUSERS: a. CFM b. SET, ADJUST AND RECORD AIR FLOW PATTERN D. THE FINAL TEST AND BALANCE REPORT SHALL BE PROVIDED AS A FORMAL PROJECT SUBMITTAL FOR REVIEW BY THE ENGINEER OF RECORD. END OF SECTION r r N ARCH ITECTS,P.C. M WRC U LJ ff FC�U 1_D1E H U F Ro-, � 0 11-0m,3 ■ L 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK WAVE POOL BUILDING 512 MAIN STREET WEST YARMOUTH, MA 02673 K J ENGiNEEMNG Mechanical/Electrical Engineering Consultants Capital District 1 Rochester I Buffalo I Syracuse 433 STATE STREET, SUTE 410 518.533,2171 SCHENECTADY, NY 12305 www-ug.ac-g.cou, H DDA PROJECT #21-008 G H E A4,q -S Iq MI EL U SU V m M H �. N 2 a q�O PSG/STE9- FF ZONAL Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01 /22 E D G Drawn C DM Project Manager BAB P.I.C. MEK SHEET TITLE SPECIFICATIONS B SHEET NUMBER M004 L 2 3 4 5 6 7 8 9 10 12 13 14 15 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. 2 3 4 1 5 1 6 1 7 8 12 13 14 15 M L K i H G F 0 D C 0 A FIXTURE AND EQUIPMENT CONNECTION SCHEDULE DESIGNATION DESCRIPTION COLD WATER HOT WATER WASTE OR SANITARY VENT REMARKS ESS EMER, SHWR SYS. 1/2" 1/2" HAWS 8336 FD-B FLOOR DRAIN 1 4" 2" JR SMITH 2110-ARI RPZ-1 DOM BACKFLOW 1 2 WATTS LF-909 WATER HEATER SCHEDULE NO. SERVICE TYPE KW INPUT GALLONS/ HOUR TEMP RISE DEG F STORAGE GAL. ELECTRIC DESIGN MAKE ETH-01 ESS TANKLESS 126 20 43 0 480/3/60 HAWS 9326 PUMP SCHEDULE NO. LOCATION SERVICE GPM HEAD FT WATER MOTOR TYPE DESIGN MAKE HP VOLTAGE PHASE RPM SP-01 PUMP PIT RM WASTE 300 15 3 460 3 1750 SIMPLEX ZOELLER 641-0010 SP-02 PUMP RM WASTE 300 15 3 460 3 1750 1 SIMPLEX ZOELLER 641-0010 PLUMBING GENERAL NOTES: A. THESE NOTES ARE APPLICABLE TO THE FULL SET OF CONTRACT DOCUMENTS. B. EXISTING CONDITIONS ARE TAKEN FROM FIELD OBSERVATIONS AND PRIOR CONSTRUCTION DOCUMENTS WHEN AVAILABLE. THE LOCATIONS SHOWN MUST BE CONSIDERED APPROXIMATE. OTHER SUCH WORK MAY EXIST, HOWEVER, LOCATION AND SIZE ARE NOT PRESENTLY KNOWN. IT IS STRONGLY ENCOURAGED TO VISIT SITE PRIOR TO BID TO REVIEW EXISTING CONDITIONS AND CONFIRM SCOPE OF WORK. C. WHEN EXISTING CONSTRUCTION IS DAMAGED DURING WORK BY THIS CONTRACTOR, REPAIR AND/OR REPLACE WITH SIMILAR MATERIALS AS MUCH AS POSSIBLE, SUBJECT TO ARCHITECTS APPROVAL. D. DISPOSE OF ALL DEMOLITION AND/OR OTHER WASTE MATERIALS CAUSED BY WORK OF THIS CONTRACTOR. LEGALLY DISPOSE ALL MATERIALS TO A LOCATION OFF SITE. E. COORDINATE AND SCHEDULE WORK AND SHUTDOWNS WITH THE OWNER AND OTHER TRADES PRIOR TO DEMOLITION. F. ALL EXISTING PIPING TO REMAIN SHALL BE RECONNECTED TO ACTIVE SERVICE PIPING. G. ALL PIPING TO BE REMOVED SHALL BE REMOVED BACK TO ACTIVE PIPING AND CAPPED. VALVE AND CAP ALL WATER PIPING. REMOVE ALL INACTIVE PIPING UNLESS NOTED. H. ALL PIPING TO BE REMOVED AND LOCATED WITHIN A WALL TO REMAIN MAY BE ABANDONED IN PLACE UNLESS NOTED. REMOVE PIPING BACK TO BEHIND THE FINISHED WALL SURFACE AND CAP. I. PATCH HOLES IN EXISTING CONSTRUCTION LEFT BY THE REMOVAL OF PIPING OR EQUIPMENT WITH MATERIALS TO MATCH EXISTING CONSTRUCTION. MAINTAIN FIRE/SMOKE RATING. J. DEMOLITION SHALL INCLUDE, BUT NOT BE LIMITED TO: PIPING, VALVES, FIXTURES, EQUIPMENT, HANGERS, SUPPORTS, AND INSULATION EXCEPT ASBESTOS. K. REMOVE EXISTING CONSTRUCTION IN THE WAY OF NEW WORK. PROTECT BUILDING AND FURNISHINGS FROM DAMAGE. L. WHERE NEW WORK IS TO BE INSTALLED ABOVE AN EXISTING CEILING, PROVIDE FOR THE REMOVAL OF THE CEILING. UPON COMPLETION OF WORK, REPAIR ALL DAMAGED CEILING SURFACES, REPLACE ALL DAMAGED TILES. M. SLEEVE AND SEAL ALL WALL AND FLOOR PENETRATIONS. PROVIDE FIRESTOPPING FOR ALL PENETRATIONS. N. MAINTAIN SERVICE CLEARANCES OF ALL EQUIPMENT. ADVISE OTHER TRADES OF THE REQUIRED SERVICE CLEARANCES. 0, PROVIDE FOR THE DRAINING AND REFILLING OF PIPING SYSTEMS, INCLUDING AIR REMOVAL, RESETTING OF FLUSH VALVES, FLUSHING SYSTEMS OF DIRT AND SCALE CAUSED BY SHUTDOWNS AND STARTUPS. P. REFER TO EQUIPMENT/ FIXTURE SCHEDULE FOR FINAL CONNECTION SIZES. Q. PROVIDE CLEANOUTS AT THE BASE OF ALL STORM, SANITARY AND WASTE STACKS. R. PITCH 4" AND LARGER SANITARY AND WASTE PIPING AT 1/8" PER FOOT UNLESS OTHERWISE NOTED. FOR SANITARY AND WASTE PIPING 3" AND SMALLER PITCH AT 1/4" PER FOOT UNLESS OTHERWISE NOTED. S. COORDINATE LOCATION AND ELEVATION OF STORM AND SANITARY LATERALS AND WATER SERVICE WITH THE SITE CONTRACTOR. NO ALLOWANCE WILL BE MADE FOR ADDITIONAL COSTS DUE TO THE CONTRACTORS FAILURE TO COORDINATE TERMINATION POINTS. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR THE FINAL CONNECTION TO THE SITE UTILITIES. T. MINIMUM SIZE OF WASTE PIPING BELOW SLAB SHALL BE 3" EXCEPT PIPING SERVING FLOOR DRAINS SHALL BE 4". MINIMUM SIZE OF VENT PIPING BELOW SLAB SHALL BE 2". U. PITCH 4" AND LARGER STORM PIPING AT 1/4" PER FOOT UNLESS NOTED OTHERWISE. PLUMBING SYMBOL LIST SYMBOL DESCRIPTION - - - - - - WORK TO BE REMOVED e POINT OF CONNECTION e POINT OF DISCONNECTION NTS NOT TO SCALE (E) EXISTING (ETR) EXISTING TO REMAIN AFF ABOVE FINISHED FLOOR BFF BELOW FINISHED FLOOR VTR VENT THRU ROOF GC GENERAL CONTRACTOR MC MECHANICAL CONTRACTOR PC PLUMBING CONTRACTOR EC ELECTRICAL CONTRACTOR (E) EXISTING PIPING NEW PIPING LOCATED ABOVE FLOOR/SLAB NEW PIPING LOCATED BELOW FLOOR/SLAB • COLD WATER PIPING (CW) • • HOT WATER PIPING (HW) • • • HOT WATER RECIRCULATING PIPING (HWR) —140--- 140' HOT WATER PIPING (HW) —140---- 140' HOT WATER RECIRCULATING PIPING (HWR) TW TEMPERED HOT WATER PIPING (TW) TWR TEMPERED HOT WATER RETURN PIPING (TWR) W WATER SERVICE - EXTERIOR DI DEIONIZED WATER PIPING (DI) DIR DEIONIZED WATER RETURN PIPING (DIR) RO REVERSE OSMOSIS WATER PIPING (RO) ROR REVERSE OSMOSIS WATER RETURN PIPING (ROR) SAN SANITARY SEWER PIPING GW GREASE WASTE PIPING (GW) AW ACID WASTE PIPING (AW) IW INDIRECT WASTE PIPING (IW) - -V- - VENT PIPING (V) - -AV- - ACID VENT PIPING (AV) ST STORM WATER SEWER PIPING (ST) ST(S) SECONDARY STORM WATER SEWER PIPING (ST(S) G NATURAL GAS PIPING (G) LPG LP GAS PIPING (LPG) CA COMPRESSED AIR PIPING (CA) FOS FUEL OIL SUCTION PIPING (FOS) FOR FUEL OIL RETURN PIPING (FOR) FOV FUEL OIL VENT PIPING (FOV)- 02 OXYGEN PIPING (02) VAC VACUUM PIPING (VAC) MV MEDICAL VACUUM PIPING (MV) — WAGD — WASTE ANESTHESIA GAS DISPOSAL PIPING (WAGD) MA MEDICAL AIR PIPING (MA) N20 NITROUS OXIDE PIPING (NO2) N NITROGEN PIPING (N) CO2 CARBON DIOXIDE PIPING (CO2) VE VACUUM EXHAUST (VE) ELBOW DOWN ��- 450OFFSET ELBOW UP BOTTOM/TEE CONNECTION —v-- TOP TEE CONNECTION "P" TRAP ----t PIPE CONTINUATION CAP OR PLUG -� DECK PLATE CLEANOUT (DPCO) --II WALL PLATE CLEANOUT (WPCO) II CLEANOUT (CO) ® FLOOR DRAIN (FD) / FLOOR SINK (FS) (o ROOF DRAIN C+I- WALL HYDRANT (WH) / HOSE BIBB (HB) STRAINER EEI WATER METER CATCH BASIN O MANHOLE i SHUT OFF VALVE BALANCING VALVE - i�l-- CHECK VALVE 2 SOLENOID VALVE --�-- PRESSURE REDUCING VALVE Aj-- RELIEF VALVE $ SHUT-OFF SWITCH PIPE ANCHOR - PIPE GUIDE UNION BACKFLOW PREVENTER (BFP) ►-- SHOWER HEAD —� SHOCK ABSORBER (SA) - 0i RECIRCULATION PUMP -E-=] THERMOMETER 4-9 PRESSURE GAUGE TRAP PRIMER (TP) © NATURAL GAS OUTLET VACUUM SLIDE No NITROUS OXIDE OUTLET 0 NITROGEN OUTLET ❑o OXYGEN OUTLET MEDICAL AIR OUTLET w VACUUM OUTLET WAGD ANESTHESIA GAS EXHAUST OUTLET O DRAWING KEYNOTE �X DEMOLITION/REMOVAL KEYNOTE XO KITCHEN EQUIPMENT CALLOUT X PIPE RISER CALLOUT r r ARC HITECTS,P.C. A �L 0 ff ECUU RF MD � nn O �� PLAHHP H'U-(- 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch-com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK WAVE POOL BUILDING 512 MAIN STREET WEST YARMOUTH, MA 02673 ENGINEERING Mechanical/Electrical Engineering Consultants Capital District I Rochester i Buffalo I Syracuse 433 STATE STREET, SUITE 410 mimz+aan 518.533.2171 SCHENECTADY,, NY 12305—meengineering.com DDA PROJECT #21-008 O Mgss H L NO. 54230 GtSTf- F ONA�- Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn MJC Project Manager BAB P.I.C. MKS SHEET TITLE I LEGEND, ABBREVIATIONS AND NOTES SHEET NUMBER POOO I M I L K H IF I■D C I: IA 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 1 1 1 12 1 13 1 14 1 15 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. N M L K J H G F E D C B A 2 - VA VF52 l_l:MQeZI.7m 1.1 WORK INCLUDED 3 A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM OPERATIONS REQUIRED FOR THE COMPLETE INSTALLATION AND RELATED WORK AS REQUIRED IN CONTRACT DOCUMENT. 1.2 SUBMITTALS A. SUBMIT MANUFACTURER'S DATA IN ACCORDANCE WITH BASIC MECHANICAL AND ELECTRICAL REQUIREMENTS. OBTAIN APPROVAL PRIOR TO ORDERING MATERIAL. B. PROVIDE SUBMITTALS FOR ALL ITEMS SPECIFIED UNDER PART 2 OF THIS SECTION. PART 2-PRODUCTS 2.1 VALVES - GENERAL A. VALVES SHALL HAVE FOLLOWING REQUIREMENTS: 1. WORKING PRESSURE STAMPED OR CAST ON BODIES. 2. STEM PACKING SERVICEABLE WITHOUT REMOVING VALVE FROM LINE. 3. ALL ITEMS HERE -IN USED TO CONVEY WATER FOR POTABLE USE SHALL BE LEAD FREE IN ACCORDANCE WITH NSF STANDARD, STANDARD 61, SECTION 9 - STANDARD FOR DRINKING WATER AND LAVATORY FAUCETS AND NSF STANDARD 372 - MAXIMUM LEAD REQUIREMENTS. COMPLIANCE SHALL BE VIA THIRD PARTY TESTING AND CERTIFICATION. B. ACCEPTABLE MANUFACTURERS: 1. BALANCE VALVES: ARMSTRONG, BELL & GOSSETT, RED WHITE, TACO, TOUR AND ANDERSON. 2. BALL VALVES: APOLLO, HAMMOND, MILWAUKEE, NIBCO, RED WHITE, WATTS. 3. BUTTERFLY VALVES: BRAY, JAMESBURY, KEYSTONE, MILWAUKEE, RED WHITE, WATTS. 4. GATE AND CHECK VALVES: HAMMOND, MILWAUKEE, NIBCO, RED WHITE, STOCKHAM, WATTS. 5. SOLENOID VALVES (WATER): ASCO 6. TO ESTABLISH A STANDARD OF QUALITY AND IDENTIFY FEATURES, CERTAIN MANUFACTURER'S NUMBERS ARE GIVEN IN THE FOLLOWING PARAGRAPHS, 2.2 DOMESTIC WATER VALVES A. GATE VALVES: 1. 4 IN. AND LARGER, HOT WATER SERVICE: IBBM, SOLID WEDGE DISC, OS&Y, FLANGED ENDS, 125 SWP; MILWAUKEE F-2885. 2. 4 IN. AND LARGER, COLD WATER SERVICE: EPDXY COATED, RESILIENT WEDGE, OS&Y, FLANGED ENDS, 175 WWP, UL/FM; WATTS 408 RW. 3. 3 IN. AND SMALLER: BRONZE, SOLID WEDGE DISC, RISING STEM, 125 SWP; MILWAUKEE 1152 (THREADED ENDS, UNION BONNET) OR MILWAUKEE 149 (SWEAT ENDS, THREADED BONNET.) B. CHECK VALVES: 1. 3 IN. AND LARGER: IBBM, RENEWABLE SEAT AND DISC, BOLTED FLANGE CAP, FLANGED ENDS, 125 SWP; MILWAUKEE F-2974. 2. 2 IN. AND SMALLER: LEAD-FREE SWING CHECK WITH SILICONE BRONZE BODY, BONNET AND TRIM, PTFE DISC SEAT AND STAINLESS STEEL SEAT DISC WASHER, 200 PSI WORKING PRESSURE, NIBCO T-413-Y-LF (THREADED) OR NIBCO'S S-413-Y-LF (SOLDER). 3. SILENT TYPE: LEAD-FREE SPRING CHECK WITH SILICONE BRONZE BODY, STAINLESS STEEL TRIM AND PTFE DISC: 250 PSI WORKING PRESSURE; NIBCO T-480-4-LF (THREADED) OR NIBCO S-480-Y-LF (SOLDER). C. BALL VALVES: 1. 2-1/2 IN. AND LARGER: LEAD-FREE, FORGED COPPER SILICON 2- PIECE BODY, CHROME PLATED BRASS BALL, FULL PORT, TEFLON SEATS AND STEM PACKING, SEPARATE PACKING AND HANDLE NUT, BLOWOUT PROOF STEM EXTENDED FOR INSULATION, VINYL INSULATOR FOR HANDLE, 600 WOG, 125 WSP; WATTS LF-FBV-3C SERIES (THREADED ENDS) OR WATTS LF-FBVS-3C SERIES (SWEAT ENDS). 2. 2 IN. AND SMALLER: AMERICAN-MADE, LEAD-FREE, BRONZE 2-PIECE BODY, CHROME -PLATED LEAD-FREE BRASS BALL, LEAD-FREE BRASS STEM, FULL PORT, TEFLON SEATS AND STEM PACKING, SEPARATE PACKING AND HANDLE NUT, BLOW OUT PROOF STEM EXTENDED FOR INSULATION, VINYL INSULATOR FOR HANDLE, 600 WOG, 150 SWP: WATTS #LFB-6080G2 (THREADED ENDS) OR WATTS #LFB-6081G2 (SWEAT ENDS). 3. 4 IN. AND SMALLER: TRUE UNION STYLE, CPVC BODY AND BALL; 150 PSI, EPDM O-RING SEALS, CONSTRUCTED FOR END ENTRANCE WITH SOCKET, FLANGED OR THREADED ENDS, FULL PORT DESIGN, CONFORMING TO AND LISTED BY NSF 14 FOR POTABLE WATER. D. BUTTERFLY VALVES: 1. 2-1/2 IN. AND LARGER: CAST OR DUCTILE IRON BODY, 175 WWP, LUG TYPE, BRONZE DISC, 17-4 STAINLESS STEEL STEM, REPLACEABLE EPDM SEAT FOR WATER TEMPERATURES UP TO 2500 F AT 140 PSI, BUBBLETIGHT SHUTOFF, SUITABLE FOR DEAD END SERVICE, BUNA-N 0-RING STEM SEALS, LEVER OPERATOR UP TO 6 IN. SIZE, GEAR OPERATOR FOR 8 IN. AND LARGER, CAPABLE OF BI- DIRECTIONAL FLOW, EXTENDED NECK TO ACCOMMODATE 2 IN. OF PIPE INSULATION; MILWAUKEE "C" SERIES. 2. 2-1/2 IN. AND LARGER: CPVC BODY, 150 PSI, WAFER TYPE, 416 STAINLESS STEEL STEM, EPDM SEAT MATERIAL, CPVC DISC, TFE BEARINGS, FLANGED ENDS, LEVER OPERATORS, CONFORMING TO AND LISTED BY NSF 14 FOR POTABLE WATER. E. HOSE THREAD DRAIN VALVES: 1. BALL VALVE, BRONZE BODY, HARDENED CHROME BALL WITH HOSE THREAD END, CAP AND CHAIN; WATTS #LFFBV/FBVS-3C-CC. F. CHECK VALVES: 1. 2-1/2 IN. AND LARGER: CAST IRON BODY, WAFER STYLE, ALUMINUM - BRONZE DISC PLATES, STAINLESS STEEL HINGE PIN AND SPRING, STAINLESS STEEL BOLTS AND FASTENERS, BUNA-N SEAT FOR WATER TEMPERATURES UP TO 150OF AT 200 PSI: WATTS #ICV-125 OR APPROVED EQUAL. G. SLOW CLOSE SOLENOID VALVE (WATER): 1. ASCO MODEL NO. 8221G013AC120/60D, 120 VOLT, BRASS BODY, 2- WAY 2/2, NORMALLY CLOSED, NPT 2". PART 3 - EXECUTION 3.1 INSTALLATION A. PROVIDE ALL SHUTOFF, CHECK, BALANCING AND OTHER TYPE VALVES AS INDICATED, AS REQUIRED BY CODE AND AS REQUIRED FOR PROPER SYSTEM MAINTENANCE, ISOLATION AND SAFETY. PROVIDE AT MAJOR BUILDING AND SYSTEMS SECTIONS. PROVIDE SHUTOFF VALVES ON ALL BRANCH LINES SERVING TWO FIXTURES OR MORE, AT ALL EQUIPMENT, FIXTURES, BEFORE AND AFTER AUTOMATIC CONTROL VALVES, AND AT FUTURE CONNECTIONS. B. LOCATE VALVES FOR EASY ACCESS AND PROVIDE SEPARATE SUPPORT WHERE NECESSARY. INSTALL VALVES WITH STEMS AT OR ABOVE THE HORIZONTAL POSITION. INSTALL SWING CHECK VALVES IN HORIZONTAL POSITION WITH HINGE PIN LEVEL. 4 5 6 C. PROVIDE DRAIN VALVES WITH HOSE THREAD CONNECTIONS ON ALL EQUIPMENT. PROVIDE HOSE THREAD DRAIN VALVES AT ALL LOW POINTS TO ENABLE COMPLETE DRAINAGE OF ALL PIPING SYSTEMS INCLUDING, WATER MAINS, BRANCHES, AT BASE OF VERTICAL RISERS AND AT STRAINERS. D. PROVIDE SHUTOFF VALVE AND WYE-STRAINER BEFORE ALL AUTOMATIC CONTROL VALVES AND PRESSURE REDUCING VALVES. E. INSPECT VALVES FOR PROPER OPERATION BEFORE INSTALLATION. INSTALL UNDERGROUND VALVE BOXES VERTICALLY OVER EACH VALVE. ADJUST TOP OF BOX TO PROPER GRADE. IMMEDIATELY BACKFILL WITH CRUSHED STONE AND CAREFULLY TAMP INTO PLACE. UNLESS OTHERWISE NOTED, LEAVE IN THE OPEN POSITION. 3.2 DOMESTIC WATER SYSTEM A. THE MAIN WATER SERVICE SHUTOFF VALVE INSIDE THE BUILDING AND VALVES FOR A 3 IN. AND LARGER WATER METER ASSEMBLY SHALL BE OS&Y GATE VALVES IN ACCORDANCE WITH THE LOCAL WATER AUTHORITY REQUIREMENTS. B. INSTALL BALANCE VALVES IN EACH HOT WATER CIRCULATION BRANCH AND WHERE NOTED. END OF SECTION SECTION 220553 - PLUMBING IDENTIFICATION PART 1 - GENERAL 1.1 WORK INCLUDED A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES AS REQUIRED FOR THE COMPLETE INSTALLATION DESIGNED IN CONTRACT DOCUMENTS. 1.2 QUALIFICATIONS A. ALL IDENTIFICATION DEVICES SHALL COMPLY WITH ANSI Al 3.1 FOR LETTERING SIZE, LENGTH OF COLOR FIELD, COLORS, AND VIEWING ANGLES. 1.3 SUBMITTALS A. SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH IDENTIFICATION MATERIAL AND DEVICE. SUBMIT VALVE SCHEDULE FOR EACH PIPING SYSTEM TYPEWRITTEN ON AN 8-1/2 IN. X 11 IN. PAPER (MINIMUM), INDICATING VALVE NUMBER, LOCATION AND VALVE FUNCTION. SUBMIT SCHEDULE OF PIPE, EQUIPMENT AND NAME IDENTIFICATION FOR REVIEW BEFORE STENCILING OR LABELING. 1.4 MAKES A. ALLEN SYSTEMS, INC., BRADY (W.H.) CO.; SIGNMARK DIV., INDUSTRIAL SAFETY SUPPLY CO., INC., SETON NAME PLATE CORP. PART 2 - PRODUCTS 7 8 9 10 1 11 1 12 13 1 14 1 15 SECTION 221010 - PIPING SYSTEMS AND ACCESSORIES D. STEEL TO CAST IRON: CAST IRON SOIL PIPE CONNECTOR WITH SPIGOT K. PEX TUBING SUPPORTS SHALL COMPLY WITH MANUFACTURER'S AND IPS MALE THREAD END (MANHOFF FITTINGS). RECOMMENDATIONS, BUT SHALL BE NO MORE THAN 2 FT. - 0 IN. ON PART 1 -GENERAL CENTER. E. NO -HUB, CAST IRON, GLASS, POLYPROPYLENE OR HIGH SILICON CAST 1.1 WORK INCLUDED IRON: PROPER ADAPTER TO PIPING BEING CONNECTED. L. PIPING SYSTEMS WITH MATERIAL NOT LISTED ABOVE SHALL BE A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM F. CAST IRON AND PVC SOLVENT: AERATORS AND DEAERATORS AS SUPPORTED AND PROTECTED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. OPERATIONS REQUIRED FOR THE COMPLETE INSTALLATION AND RELATED MANUFACTURED BY CONINE MANUFACTURING CO., INC. WORK AS REQUIRED IN CONTRACT DOCUMENTS. 2.11 PIPING ACCESSORIES 2.9 DIELECTRIC PIPE FITTINGS 1.2 SUBMITTALS A. ESCUTCHEON PLATES: STEEL OR CAST BRASS, SPLIT HINGE TYPE WITH A. PROVIDE A SCHEDULE OF PIPE MATERIALS, FITTINGS AND CONNECTIONS. A. DESCRIPTION: ASSEMBLY OR FITTING HAVING INSULATING MATERIAL ISOLATING JOINED DISSIMILAR METALS TO PREVENT GALVANIC ACTION SETSCREW, HIGH PLATES WHERE REQUIRED FOR EXTENDED SLEEVES. CHROME PLATED IN FINISHED AREAS AND AT PLUMBING FIXTURES. B. PROVIDE A DETAILED MATRIX LISTING THE SPECIFIC UL APPROVED AND STOP CORROSION. B. ALL CLEANOUT PLUGS, BUSHINGS AND NIPPLES, REQUIRED FOR FIRESTOP SYSTEM ASSEMBLY TO BE USED FOR EACH TYPE OF PIPING B. UNIONS: FACTORY FABRICATED, FOR 250 PSI MINIMUM WORKING INSTRUMENTS AND GAUGES SHALL BE BRASS. PROVIDED AND EACH TYPE OF CONSTRUCTION TO BE PENETRATED PRESSURE AT 180°F, THREADED OR SOLDER ENDS, INSULATING MATERIAL ALONG WITH ALL ASSOCIATED UL ASSEMBLY DETAILS. SUITABLE FOR SYSTEM FLUID, PRESSURE AND TEMPERATURE. C. HUBLESS CAST IRON FITTING RESTRAINTS SHALL BE HOLDRITE SERIES # PART 2 - PRODUCTS C. FLANGES: FACTORY -FABRICATED, COMPANION -FLANGE ASSEMBLY, FOR 117 OR APPROVED EQUAL. 2.1 GENERAL 150 OR 300 PSIG MINIMUM PRESSURE TO SUIT SYSTEM FLUID PRESSURES 2.12 SLEEVES AND TEMPERATURES WITH FLANGE INSULATION KITS AND BOLT SLEEVES. A. PIPE AND FITTINGS SHALL BE NEW, MARKED WITH MANUFACTURER'S A. STANDARD TYPE: NAME AND COMPLY WITH APPLICABLE ASTM AND ANSI STANDARDS. D. ACCEPTABLE MANUFACTURERS: EPCO, CAPITOL MANUFACTURING, 1. SCHEDULE 40 BLACK STEEL PIPE SLEEVES FOR STRUCTURAL WATTS OR APPROVED EQUAL. SURFACES, TWO PIPE SIZES LARGER THAN THE PIPE, AND AS B. ALL ITEMS HERE USED TO CONVEY WATER FOR POTABLE USE SHALL BE 2 10 HANGERS, INSERTS AND SUPPORTS RECOMMENDED BY THE SEALING ELEMENT MANUFACTURER. LEAD FREE IN ACCORDANCE WITH NSF, STANDARD 61, SECTION 9 - PROVIDE FULL CIRCLE WATER STOP COLLAR FOR SLEEVES STANDARD FOR DRINKING WATER AND LAVATORY FAUCETS AND NSF A. HANGERS, INSERTS, CLAMPS: B-LINE, GRINNELL, MICHIGAN HANGER, PHD LOCATED WITHIN BELOW GRADE WALLS, WET WELLS AND STANDARD 372 - MAXIMUM LEAD REQUIREMENTS. COMPLIANCE SHALL BE MANUFACTURING. WATERPROOFED SURFACES. THE COLLAR SHALL BE FABRICATED VIA THIRD PARTY TESTING AND CERTIFICATION. FROM STEEL PLATE AND WELDED TO THE SLEEVE AROUND ITS 2.2 COPPER TUBE AND FITTINGS B. HANGERS: ENTIRE CIRCUMFERENCE. 1. ADJUSTABLE, WROUGHT MALLEABLE IRON OR STEEL WITHELECTROPLATED A. PIPE: ASTM B88; TYPE K OR L, HARD TEMPER. SOFT TEMPER ONLY AS ZINC OR CADMIUM FINISH. PVC COATED WHERE 2. SCHEDULE 40 PVC SLEEVES OR SHEET METAL SLEEVES FOR CALLED FOR. PLANS SHOW COPPER TUBE SIZES. IN CONTACT WITH COPPER PIPING. NONSTRUCTURAL SURFACES AND EXISTING CONSTRUCTION. SHEET METAL SLEEVES SHALL BE 18 GAUGE MINIMUM AND BRACED B. FITTINGS: WROUGHT COPPER AND COPPER ALLOY, ASME B16.22 OR CAST 2. ADJUSTABLE RING TYPE WHERE PIPING IS INSTALLED DIRECTLY ON TO PREVENT COLLAPSING. COPPER ALLOY, ASME B16.18; SOLDER END CONNECTIONS. HANGER FOR PIPING 3 IN. AND SMALLER. 2.13 SEALING ELEMENTS C. JOINTS: COMPLY WITH THE REQUIREMENTS OF ASTM B828. 3. ADJUSTABLE STEEL CLEVIS TYPE FOR PIPING 4 IN. AND LARGER A. EXPANDING NEOPRENE LINK TYPE, WATERTIGHT SEAL CONSISTING OF D. UNIONS AND FLANGES: 2 IN. AND SMALLER USE UNIONS, SOLDER TYPE, 4. NUTS, WASHERS AND RODS WITH ELECTROPLATED ZINC OR INTERLOCKING LINKS WITH ZINC PLATED BOLTS. CAST BRONZE, GROUND JOINT, 150 LB. SWP: 2-1/2 IN. AND OVER USE CADMIUM FINISH. FLANGES, CAST BRONZE, COMPANION TYPE, ASME DRILLED, SOLDER 1. ACCEPTABLE MANUFACTURERS: THUNDERLINE "LINK -SEAL" SERIES CONNECTION, 150 LB. SWP. 5. PROVIDE HOT DIPPED GALVANIZED FINISH FOR HANGERS AND 200, 300 OR 400, PYROPAC, CALIPCO. ACCESSORIES INSTALLED IN EXTERIOR LOCATIONS AND INTERIOR E. FLUX MATERIALS: FLUX SHALL COMPLY WITH ASTM B813 AND THE AREAS WITH MOIST ENVIRONMENT CONDITIONS SUCH AS POOLS, 2.14 FIRESTOP SYSTEM FOR OPENINGS THROUGH FIRE RATED WALL AND PROVISIONS OF THE NEW YORK STATE PLUMBING CODE. POOL FILTER ROOMS, AREAWAYS, GARAGES AND SIMILAR AREAS. FLOOR ASSEMBLIES F. SOLDER MATERIALS: NO -LEAD SOLDER, USING ALLOYS MADE FROM TIN, C. SPACING SCHEDULE: A. MATERIALS FOR FIRESTOPPING SEALS SHALL BE LISTED BY AN APPROVED COPPER SILVER AND NICKEL HARRIS INC "STAY -SAFE 50" AND "BRIGHT" 11 ENGELHARD "SILVABRIGHT 100", CANFIELD "WATERSAFE" OR APPROVED EQUAL. G. BRAZING MATERIALS: CLASS BCUP-5 FOR BRAZING COPPER TO BRASS, BRONZE TO COPPER. HARRIS, INC. "STAY-SILV 15" OR APPROVED EQUAL. 2.3 COPPER TUBE AND FITTINGS - PRESS FITTINGS A. TUBING STANDARD: COPPER TUBING SHALL CONFORM TO ASTM B75 OR ASTM B88. B. FITTING STANDARD: COPPER FITTINGS SHALL CONFORM TO ASME B16.18, ASME B16.22 OR ASME B16.26. 2.1 GENERAL A. PROVIDE MANUFACTURER'S STANDARD PRODUCTS OF CATEGORIES AND TYPES REQUIRED FOR EACH APPLICATION. IN CASES WHERE THERE IS MORE THAN ONE TYPE SPECIFIED FOR AN APPLICATION, SELECTION IS INSTALLER'S OPTION, BUT PROVIDE SINGLE SELECTION FOR EACH 2.4 PRODUCT CATEGORY. B. ALL ADHESIVES USED FOR LABELS IN THE INTERIOR OF THE BUILDING SHALL COMPLY WITH THE MAXIMUM VOLATILE ORGANIC COMPOUND (VOC) LIMITS AS CALLED FOR IN THE CURRENT VERSION OF U.S. GREEN BUILDING COUNCIL LEED CREDITS EQ 4.1 AND EQ 4.2. 2.2 PIPING IDENTIFICATION A. IDENTIFICATION TYPES: 1. PRESSURE SENSITIVE TYPE: PROVIDE MANUFACTURER'S STANDARD PRE-PRINTED, PERMANENT ADHESIVE, COLOR CODED, PRESSURE SENSITIVE VINYL PIPE MARKERS COMPLYING WITH ANSI A13.1, PROVIDE A 3600 WRAP OF FLOW ARROW TAPE AT EACH END OF PIPE LABEL. B. LETTERING: 1. PIPING LABELING SHALL CONFORM TO THE FOLLOWING LIST: PIPE FUNCTION IDENTIFICATION COLD WATER DOMESTIC COLD WATER HOT WATER DOMESTIC HOT WATER SANITARY WASTE SANITARY WASTE INDIRECT WASTE INDIRECT WASTE VENT IVENT PUMP DISCHARGE I PUMP DISCHARGE 2.3 VALVE IDENTIFICATION A. VALVE TAGS: 1. STANDARD BRASS VALVE TAGS, 2 IN. DIAMETER WITH 1/2 IN. HIGH BLACK -FILLED NUMERALS. ATTACH TO VALVE WITH BRASS JACK CHAIN AND "S" HOOK. IDENTIFY BETWEEN HEATING AND PLUMBING SERVICES WITH 1/4 IN. LETTERS ABOVE THE VALVE NUMBER. 2. ACCEPTABLE MANUFACTURERS: SETON STYLE NO. M4507, OR APPROVED EQUAL. B. VALVE CHART: 1. PROVIDE VALVE CHART FOR ALL VALVES PROVIDED AS A PART OF THIS PROJECT. FRAME AND PLACE UNDER CLEAR GLASS. MOUNT IN MECHANICAL ROOM. 2.4 EQUIPMENT IDENTIFICATION A. GENERAL: 1, PROVIDE ENGRAVED VINYL NAMEPLATES FOR EACH MAJOR PIECE OF MECHANICAL EQUIPMENT PROVIDED, 2-1/2 IN. X 3/4 IN. SIZE. 2. ACCEPTABLE MANUFACTURERS: SETON STYLE NO. M4562, OR APPROVED EQUAL, 2.5 ABOVE CEILING EQUIPMENT LOCATOR A. 3/4 IN. DIAMETER ADHESIVE STICKERS PLACED ON CEILING GRID AND COLOR -CODED. B. THE COLOR FOR ALL PLUMBING VALVES SHALL BE BLUE. PART 3 - EXECUTION 3.1 GENERAL A. PROVIDE VALVE TAGS FOR ALL VALVES PROVIDED ON PROJECT. B. PROVIDE EQUIPMENT TAGS FOR ALL EQUIPMENT PROVIDED ON PROJECT. C. PROVIDE PIPING IDENTIFICATION WITH DIRECTIONAL FLOW ARROWS FOR ALL PIPING ON PROJECT, MAXIMUM INTERVALS OF 20'-0". FOR PIPING INSTALLED THROUGH ROOMS, PROVIDE AT LEAST ONE (1) PIPE LABEL IN EACH ROOM, FOR EACH PIPE FUNCTION. END OF SECTION 2 1 3 4 5 6 f.5 2.6 2.7 2.8 PIPE SIZE STIEE COPPER PLCSTI CAST IRON ROD SIZE 3/4 IN. TO 1 IN. 8 FT. 6 FT. 3 FT. EACH HORIZONTAL 3/8 IN. 1-1/4 IN. TO 2 10 FT. 6 FT. 3 FT. 3/8 IN. IN. JOINT 5 FT. 2-1/2 IN. TO 4 12 FT. 10 FT. 4 FT. 1/2 IN. IN. MAXIMUM 5 IN. AND 12 FT. 10 FT. 4 FT. 5/8 IN. OVER O.C. 8 IN. 12 FT. 10 FT. 1 4 FT. 3/4 IN. OVER 8 IN. I TO SUIT LOADING CONDITIONS. INDEPENDENT TESTING LABORATORY FOR THROUGH -PENETRATION FIRESTOP SYSTEMS". THE SYSTEM SHALL MEET THE STANDARD FIRE TEST FOR THROUGH -PENETRATION FIRESTOP SYSTEMS DESIGNATED ASTM E814. FIRESTOP SYSTEM SEALS SHALL BE PROVIDED AT LOCATIONS WHERE PIPING PASS THROUGH FIRE RATED WALL, FLOOR/CEILING, OR CEILING/ROOF ASSEMBLY. MINIMUM REQUIRED FIRE RESISTANT RATINGS OF THE ASSEMBLY SHALL BE MAINTAINED BY THE FIRESTOP SYSTEM. INSTALLATION SHALL CONFORM WITH THE MANUFACTURER'S RECOMMENDATIONS AND OTHER REQUIREMENTS NECESSARY TO MEET THE TESTING LABORATORY'S LISTING FOR THE SPECIFIC INSTALLATION. 5 STACK SLEEVE C. PRESS FITTINGS: COPPER PRESS FITTINGS SHALL CONFORM TO THE D. BEAM ATTACHMENTS: A. CAST IRON BODY WITH CAULKING RECESS, FLASHING CLAMP AND UNDER MATERIAL AND SIZING REQUIREMENTS OF ASME B16.18 OR ASME B16.22. 1. C-CLAMP STYLE, LOCKNUT, RESTRAINING STRAP, ELECTROPLATED DECK CLAMP. O-RINGS FOR COPPER PRESS FITTINGS SHALL BE EPDM. FINISH, UL LISTED, FM APPROVED FOR PIPE SIZES 2 IN. AND B. ACCEPTABLE MANUFACTURERS: JAY R. SMITH SERIES 1720, ZURN, WADE. D. ACCEPTABLE MANUFACTURERS: APOLLO, MUELLER, NIBCO, VIEGA. SMALLER. 2.16 STRAINERS CPVC DOMESTIC WATER PIPING 2. CENTER LOADED STYLE WITH CLAMP ATTACHMENTS THAT ENGAGE BOTH EDGES OF BEAM, ELECTROPLATED FINISH, UL LISTED, FM A. DESCRIPTION: Y-PATTERN, SELF-CLEANING, EXCEPT WHERE OTHERWISE A. ALL PIPE AND FITTINGS SHALL BE MANUFACTURED FROM CPVC APPROVED, FOR PIPE SIZES LARGER THAN 2 IN., REFER TO INDICATED, FULL SIZE OF CONNECTING PIPING, TYPE 304 STAINLESS COMPOUND WITH A CELL CLASS OF 24448 FOR PIPE AND 23447 FOR "SUPPORTS" FOR ADDITIONAL REQUIREMENTS. STEEL SCREENS, 125 LB. SWP, UNLESS OTHERWISE INDICATED. FITTINGS AS PER ASTM D-1784; SHALL CONFORM TO NATIONAL E. INSERTS: CARBON STEEL BODY AND SQUARE INSERT NUT, GALVANIZED B. COPPER PIPING 2-1/2 IN. AND SMALLER: LEAD FREE, CAST BRONZE BODY, SANITATION FOUNDATION (NSF) STANDARDS 6 AND 14; AND SHALL BE FINISH, MAXIMUM LOADING 1300 LBS., FOR 3/8 IN. TO 3/4 IN. ROD SIZES, THREADED ENDS, TAPPED RETAINER CAP WITH CLOSURE PLUG, 20 MESH INTENDED FOR USE IN HOT AND COLD DOMESTIC WATER DISTRIBUTION REINFORCING RODS ON BOTH SIDES, MSS-SP-69 TYPE 19 OR APPROVED SCREEN, WATTS #LF777S. SYSTEMS. EQUAL. C. PIPING 3 IN. AND LARGER, COLD WATER APPLICATIONS: LEAD FREE, CAST B. 1/2 IN. THROUGH 2 IN. SIZES: CPVC COPPER TUBE SIZE, STANDARD F. SUPPORTS: IRON BODY, FLANGED ENDS, STANDARD SCREEN OPENINGS, FDA DIMENSION RATIO (SDR) 11 CONFORMING TO ASTM D-2846. TRANSITION APPROVED EPDXY COATING, TAPPED RETAINER CAP AND GASKET WITH FITTINGS SHALL HAVE BRASS MALE OR FEMALE CONNECTIONS WITH 1. PROVIDE INTERMEDIATE STRUCTURAL STEEL MEMBERS WHERE CLOSURE PLUG; WATTS #77F-DI-FDA-125. INTEGRAL CPVC SOCKET CONNECTIONS; CHARLOTTE PIPE AND FOUNDRY REQUIRED FOR HANGER ATTACHMENT. MEMBERS SHALL SPAN CO. FLOWGUARD GOLD OR APPROVED EQUAL. ACROSS THE BAR JOISTS AT PANEL POINTS OF JOISTS. SECURE 2.17 PIPING MATERIALS AND SCHEDULE C. 3 IN. THROUGH 6 IN. SIZES: CPVC SCHEDULE 80 IRON PIPE SIZE (IPS) MEMBER TO STRUCTURE. SELECT SIZE OF MEMBERS BASED ON A A. SEE EXHIBIT "A", "SCHEDULE OF PIPING MATERIALS" AT END OF THIS CONFORMING TO ASTM F-441. SOCKET TYPE FITTINGS SHALL CONFORM MINIMUM FACTOR OF SAFETY OF FOUR. SECTION FOR (PLUMBING) PIPING. TO ASTM F-439. TRANSITION TO METAL PIPING SHALL BE MADE USING 150# 2. FOR WEIGHTS UNDER 1000 LBS.: "DRILL -IN" INSERTS, "U" SHAPED B. SEE EXHIBIT "B", "TESTING" AT END OF THIS SECTION. FLANGED CONNECTIONS. CHANNEL, BEAM CLAMPS OR OTHER STRUCTURALLY REVIEWED D. ALL PIPE AND FITTINGS SHALL BE PRODUCED BY A SINGLE SUPPORT. THE FACTOR OF SAFETY SHALL BE AT LEAST FOUR. PART 3 - EXECUTION MANUFACTURER AND INSTALLED IN ACCORDANCE WITH FOLLOW MANUFACTURER'S RECOMMENDATIONS. 3.1 EQUIPMENT AND SYSTEMS MANUFACTURER'S RECOMMENDATIONS AND LOCAL CODE REQUIREMENTS. PIPING SHALL BE INSTALLED USING APPROVED SOLVENT 3. FOR WEIGHTS ABOVE 1000 LBS.: DRILL THROUGH FLOOR SLABS AND PROVIDE FLAT FLUSH PLATE WELDED TO TOP OF ROD OR A. INSTALL EQUIPMENT AND SYSTEMS IN ACCORDANCE WITH PROVISIONS CEMENT CONFORMING TO ASTM F-493 AND PRIMER CONFORMING TO PROVIDE ADDITIONAL "DRILL -IN" INSERTS AND HANGERS TO OF EACH APPLICABLE SECTION OF THESE SPECIFICATIONS, AND ASTM F-656 AND IN ACCORDANCE WITH MANUFACTURER'S REDUCE LOAD PER HANGER BELOW 1000 LBS LOCAL/STATE CODES/REGULATIONS HAVING JURISDICTION. ACCURATELY RECOMMENDATIONS. ESTABLISH GRADE AND ELEVATION OF PIPING BEFORE SETTING SLEEVES. 4. FOR METAL DECKS: DRILL HOLE THROUGH FOR HANGER RODS INSTALL PIPING WITHOUT SPRINGING OR FORCING, EXCEPT WHERE PEX DOMESTIC WATER PIPING AND IMBED A WELDED PLATE IN CONCRETE OR USE DEVICES SPECIFICALLY CALLED FOR, MAKING PROPER ALLOWANCE FOR A. PIPE: CROSS -LINKED, HIGH DENSITY, POLYETHYLENE TUBING FOR DESIGNED FOR THIS APPLICATION, WITH A SAFETY FACTOR OF EXPANSION AND ANCHORING. CHANGES IN SIZES SHALL BE MADE WITH POTABLE WATER. ASTM F-876/F-877; ANSI/NSF 61. PLANS SHOW NOMINAL FOUR. REDUCING FITTINGS. REDUCING COUPLINGS ARE NOT ACCEPTABLE. ARRANGE PIPING AT EQUIPMENT WITH NECESSARY OFFSETS, UNIONS, TUBE SIZES. 5. FOR WOOD CONSTRUCTION: PROVIDE HANGERS AND SUPPORTS FLANGES, AND VALVES, TO ALLOW FOR EASY PART REMOVAL AND B. MANIFOLDS: COPPER MANIFOLD WITH SWEAT ENDS AND 24-3/4 IN. DESIGNED FOR ATTACHMENT TO WOOD CONSTRUCTION. MAINTENANCE. OFFSET PIPING AND CHANGE ELEVATION AS REQUIRED OUTLETS ON 3 IN. CENTERS. PROVIDE REDUCING COUPLINGS AS 6. ACCEPTABLE MANUFACTURERS: HILTI, ITW RAMSET, PHILLIPS "RED TO COORDINATE WITH OTHER WORK. AVOID CONTACT WITH OTHER REQUIRED FOR INDIVIDUAL OUTLETS. HEAD" OR APPROVED EQUAL. MECHANICAL OR ELECTRICAL SYSTEMS. PROVIDE ADEQUATE MEANS OF DRAINING AND VENTING UNITS, RISERS, CIRCUITS AND SYSTEMS. C. VALVES: BRASS BODY BALL VALVES WITH SWEAT X PEX COMPRESSION G. TRAPEZE HANGERS: CONCEAL PIPING UNLESS OTHERWISE CALLED FOR. COPPER TUBING ENDS RATED FOR 250 PSI AND 250°F. PROVIDE CRIMP RING FOR PEX SHALL BE CUT WITH A WHEELED TUBING CUTTER OR OTHER APPROVED COMPRESSION CONNECTIONS. 1. FOR PLUMBING SYSTEMS ONLY. COPPER TUBING CUTTER TOOL. THE TUBING MUST BE CUT SQUARE TO D. ACCEPTABLE MANUFACTURERS: WIRSBO, VIEGA, ZURN OR APPROVED 2. HANGERS SHALL BE SUPPORTED WITH ROD SIZED WITH A SAFETY PERMIT PROPER JOINING WITH THE FITTINGS. REAM PIPES AFTER CUTTING AND CLEAN BEFORE INSTALLING. CAP OR PLUG EQUIPMENT AND EQUAL. FACTOR OF FOUR. PIPE OPENINGS DURING CONSTRUCTION. INSTALL PIPING PARALLEL WITH COPPER TUBE AND FITTINGS - GROOVED MECHANICAL CONNECTIONS 3. MAY BE MANUFACTURED TYPE "U" SHAPED CHANNEL, OR SUITABLE LINES OF BUILDING, PROPERLY SPACED TO PROVIDE CLEARANCE FOR ANGLE IRON OR CHANNEL. ROUND OFF ALL SHARP EDGES. INSULATION. MAKE CHANGES IN DIRECTION AND BRANCH CONNECTIONS A. PIPE: ASTM B88, TYPE K OR L, HARD TEMPER_ WITH FITTINGS. DO NOT INSTALL VALVES, UNIONS AND FLANGES IN 4. SECURELY FASTEN PIPING TO TRAPEZE WITH "U" BOLT OR PIPE INACCESSIBLE LOCATIONS. MATERIALS WITHIN A SYSTEM AND BETWEEN B. FITTINGS: WROUGHT COPPER, ROLL GROOVED MECHANICAL CLAMPS, DISSIMILAR METALS SHALL NOT TOUCH, USE ISOLATION SYSTEMS SHALL BE CONSISTENT. IF THIS IS NOT POSSIBLE, INSTALL CONNECTIONS, ASTM B-75, ANSI B16.22 FOR 4 IN. SIZE. CAST BRONZE, GASKETS, SIMILAR TO HOLDRITE STRUT -MOUNTED CUSHION DIELECTRIC FITTINGS. ROLLED GROOVED MECHANICAL CONNECTIONS, ASTM B-584, ANSI B16.18 CLAMPS. FASTEN PIPING TO TRAPEZE AT EVERY THIRD SUPPORT, FOR SIZES 5 IN. - 8 IN. EXCEPT UNINSULATED PIPING WHICH SHALL BE FASTENED AT 3.2 PIPING OVER ELECTRICAL EQUIPMENT C. COUPLINGS: DUCTILE IRON, ASTM A-536, WITH COPPER COLORED ALKYD EVERY SUPPORT USING STRUT -MOUNTED CUSHION CLAMPS. A. CONTRACTOR SHALL ROUTE PIPING TO AVOID INSTALLATION DIRECTLY ENAMEL FINISH, DESIGNED FOR ROLLED GROOVED PIPING. 5. ACCEPTABLE MANUFACTURERS: B-LINE, HOLDRITE, KINDORF, OVER ELECTRIC EQUIPMENT, INCLUDING, BUT NOT LIMITED TO PANELS, D. GASKETS: GRADE "E" EPDM SYNTHETIC RUBBER, COPPER COLOR UNISTRUT OR APPROVED EQUAL. TRANSFORMERS, DISCONNECTS, STARTERS, MOTOR CONTROL CENTER, CODED, -30OF TO 230°F TEMPERATURE RANGE, SUITABLE FOR WATER H. CABINET PIPE SPACE SUPPORTS: ADJUSTABLE SPEED DRIVES AND FUSED SWITCHES. SERVICE. B. PIPING SHALL NOT BE INSTALLED IN THE DEDICATED ELECTRIC AND 1. PIPING BELOW CASEWORK COUNTERTOPS WITHIN SPACE BEHIND WORKING SPACE AS DEFINED BY NEC 110. DEDICATED ELECTRICAL E. BOLTS AND NUTS: HEAT TREATED, HEX HEAD CARBON STEEL, ASTM A183, CABINET SHALL BE SUPPORTED USING CONTINUOUS SLOT METAL SPACE IS GENERALLY EQUAL TO THE DEPTH AND WIDTH OF ELECTRICAL CADMIUM PLATED OR ZINC ELECTROPLATED FINISH. CHANNELS WITH PIPE CLAMPS. EQUIPMENT, AND EXTENDS 6 FT. ABOVE THE ELECTRICAL EQUIPMENT, OR F. DESIGN EQUIPMENT: VICTAULIC STYLE 606 COUPLINGS. 2. ACCEPTABLE MANUFACTURERS: B-LINE, KINDORF, UNISTRUT OR TO A STRUCTURAL CEILING, DEDICATED WORKING SPACE IS A MINIMUM APPROVED EQUAL. OF 30 IN. WIDE OR THE WIDTH OF EQUIPMENT (WHICHEVER IS LARGER) A G. ACCEPTABLE MANUFACTURERS: GRINNELL, GRUVLOK, VICTAULIC. MINIMUM OF 6 FT.-6 IN. TALL, WITH A DEPTH OF 3FT. TO 9 FT. DEPENDING PVC SOLID WALL PIPE AND FITTINGS - DWV SYSTEM 1. HANGER INSULATION SHIELDS: ON THE VOLTAGE. A. PIPE`. PVC SCHEDULE 40 SOLID WALL PIPE, IRON PIPE SIZE CONFORMING 1. HANGER INSULATION SHIELDS SHALL BE PROVIDED FOR ALL 3.3 HANGERS, INSERTS AND SUPPORTS TO ASTM D1785 AND ASTM D2665. PIPE SHALL BE MANUFACTURED FROM WATER AND STORM WATER PIPING. HANGERS SHALL ATTACH DIRECTLY TO PIPE FOR ALL REMAINING SERVICES. A. PIPING SHALL NOT BE SUPPORTED BY WIRES, BAND IRON, CHAINS, FROM PVC COMPOUNDS AS IDENTIFIED IN ASTM D1784. BOTH PIPE AND FITTINGS OTHER PIPING, OR BY VERTICAL EXPANSION BOLTS. SUPPORT PIPING SHALL CONFORM TO NATIONAL SANITATION FOUNDATION STANDARD 14. 2. PIPING 2 IN. AND SMALLER: PIPE INSULATED WITH GLASS FIBER WITH INDIVIDUAL HANGERS FROM CONCRETE INSERTS, WOOD B. FITTINGS: TYPE DWV, SOCKET TYPE CONFORMING TO ASTM D2665. INSULATION SHALL BE PROTECTED AT POINT OF SUPPORT BY A CONSTRUCTION, WELDED SUPPORTS, OR BEAMS CLAMPS OF PROPER FITTINGS SHALL BE MANUFACTURED FROM PVC COMPOUNDS AS SHEET METAL SHIELD. SHIELD SHALL BE #18 GAUGE, GALVANIZED CONFIGURATION AND LOADING DESIGN REQUIREMENTS FOR EACH IDENTIFIED IN ASTM D1784. SOLVENT CEMENT JOINTS SHALL BE MADE STEEL, MINIMUM 120 DEGREE ARC, FORMED TO FIT INSULATION LOCATION; REPLACE IF NOT SUITABLE. FOLLOW MANUFACTURER'S SAFE UTILIZING A TWO-STEP PROCESS WITH PRIMER MANUFACTURED FOR THICKNESS AND 12 IN. LONG. TAPE SHIELDS TO PIPE INSULATION. LOADING RECOMMENDATIONS. SUSPEND WITH RODS OF SUFFICIENT THERMOPLASTIC PIPING AND SOLVENT CEMENT CONFORMING TO ASTM 3. PIPING 3 IN. AND LARGER: PIPE INSULATED WITH GLASS FIBER LENGTH FOR SWING AND OF SIZE CALLED FOR, USING FOUR (4) NUTS PER ROD. PROVIDE ADDITIONAL STRUCTURAL STEEL MEMBERS, HAVING ONE D2564. INSULATION SHALL BE PROTECTED AT POINT OF SUPPORT BY A COAT RUSTPROOF PAINT, WHERE REQUIRED FOR PROPER SUPPORT. SPECIAL FITTINGS SHEET METAL SHIELD AND PIPE SUPPORT INSULATION INSERT(S) PROVIDE OVERSIZED HANGERS WHERE INSULATION/SUPPORTS MUST BETWEEN PIPE AND HANGER. SHIELD SHALL BE #18 GAUGE, PASS BETWEEN PIPE AND HANGER. PROVIDE CONTINUOUS SUPPORT OR A. CAST IRON TO LEAD PIPE: RED BRASS FERRULES AND WIPED JOINTS. GALVANIZED STEEL, MINIMUM 120 DEGREE ARC, FORMED TO FIT EXTRA SUPPORTS FOR PLASTIC PIPING PER MANUFACTURER'S CAULK FERRULE INTO CAST IRON HUB. INSULATION THICKNESS AND 12 IN. LONG. TAPE SHIELDS TO PIPE REQUIREMENTS. HANGERS, WHEN ATTACHED TO JOISTS, SHALL ONLY BE INSULATION. PROVIDE TEMPORARY BLOCKING TO MAINTAIN PLACED AT THE TOP OR BOTTOM CHORD PANEL POINT. ONLY B. COPPER TO CAST IRON: CAST BRONZE, CAST IRON TO SWEAT ADAPTER. PROPER SPACING FOR INSULATION. CONCENTRIC TYPE HANGERS ARE PERMISSIBLE ON PIPING LARGER THAT C. COPPER TO STEEL PIPING: J. PROVIDE CONTINUOUS SUPPORT FOR UNPIGMENTED POLYPROPYLENE 2-1/2 IN.; "C" TYPES ARE PERMITTED FOR PIPING 2 IN. AND SMALLER ON PIPING. JOISTS. PROVIDE RISER CLAMPS FOR EACH RISER AT EACH FLOOR. USE 1. CAST BRONZE COPPER TO IRON MALE OR FEMALE ADAPTER WITH TRAPEZE HANGERS WHERE A GROUP OF PIPING CAN BE INSTALLED. SHOULDER FOR DRAINAGE PIPING ONLY. 2. DIELECTRIC PIPEFITTINGS. 7 8 9 10 11 12 13 14 15 ARCH ITECTS,P.C. N M ADC U ff EIS UFDIE H7E 0 3 L 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK WAVE POOL BUILDING 512 MAIN STREET WEST YARMOUTH, MA 02673 K ENGINEERING Mechanical/Electrical Engineering Consultants Capital District I Rochester I Buffalo I Syracuse 433 STATE STREET, SUITE 410 518.533.2171 SCHENECTADY, NY 12305 -meengineering.com J H DDA PROJECT #21-008 G FM EL EER N0. 54230 /ONAL Stamp L SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01 /22 E D C Drawn N C Project Manager BAB P.I.C. MKS SHEET TITLE SPECIFICATIONS B SHEET NUMBER Pool A © 2021 DEMBLING + DEMBLING ARCHITECTS. P.C. 2 3 4 5 6 7 8 9 10 12 13 14 15 N 1 3.4 MI LI KI BI G FI EI D G B A StC: I IUN 221 UZU - UNUtK(jKUUNU VIIJINU ANU AL:L:tZ:JUKItZ) B. PROVIDE A PIPE HANGER WITHIN 12 INCHES OF PIPE UNIONS AND PIPING A. LEAVE THREE (3) EXTRA OUTLETS ON EACH MANIFOLD AND CUT PART 1 - GENERAL CONNECTIONS TO EQUIPMENT, IN ORDER TO FACILITATE MANIFOLDS TO REMOVE REMAINING OUTLETS. CAP EXTRA OUTLETS FOR DISCONNECTIONS OF PIPING WITHOUT PIPE SAGGING. FUTURE USE. 1A WORK INCLUDED PIPE CONNECTIONS B. ACCESSORIES: PROVIDE ALL REQUIRED ACCESSORIES INCLUDING, BUT A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM A. NO -LEAD SOLDER CONNECTIONS: NONACID FLUX AND CLEAN OFF NOT LIMITED TO, BOND SUPPORTS, FINISHED SLEEVES, STRIKE PLATES, OPERATIONS REQUIRED FOR THE COMPLETE INSTALLATION AND RELATED EXCESS FLUX AND SOLDER. ETC. AS RECOMMENDED BY MANUFACTURER. WORK AS REQUIRED IN CONTRACT DOCUMENTS B. COPPER PRESS CONNECTIONS: COPPER PRESS FITTINGS SHALL BE 3.11 CONNECTIONS TO SPECIAL EQUIPMENT 1.2 SUBMITTALS MADE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION A. POOL EQUIPMENT: A. PROVIDE A SCHEDULE OF PIPE MATERIALS, FITTINGS AND CONNECTIONS. INSTRUCTIONS. THE TUBING SHALL BE FULLY INSERTED INTO THE FITTING 1. POOL EQUIPMENT SHALL BE FURNISHED BY OTHERS AND SET IN AND THE TUBING MARKED AT THE SHOULDER OF THE FITTING. THE PART 2 -PRODUCTS ITTIN ALIGN ENT SHALL BE CHECKED AGAINST THE MARK ON THE PLACE BY OTHERS. F G M TUBING TO ASSURE THE TUBING IS FULLY ENGAGED (INSERTED) IN THE 2.1 2. PROVIDE ALL PIPING, STOPS, VALVES, TRAPS AND FITTINGS. GENERAL FITTING. THE JOINTS SHALL BE PRESSED USING THE TOOL APPROVED BY A. PIPE AND FITTINGS NEW AND MARKED WITH MANUFACTURER'S NAME, THE MANUFACTURER. 3. PIPE RELIEF VALVES TO FLOOR. SIZE AND ARRANGEMENT OF PIPE, COMPLYING WITH APPLICABLE ASTM AND ANSI STANDARDS. TRAPS, VALVES AND FITTINGS, AS RECOMMENDED BY C. THREADED CONNECTIONS: CLEAN OUT TAPERING THREADS, MADE UP OF EQUIPMENT. 2.2 CAST IRON SOIL PIPE AND FITTINGS WITH PIPE DOPE; SCREWED UNTIL TIGHT CONNECTION. PIPE DOPE MUST WITH BE SPECIFICALLY SELECTED FOR EACH APPLICATION. 3.12 PIPE LINE SIZING A. PIPE: ASTM A74 SERVICE WEIGHT CAST IRON, BITUMEN COATED, HUB AND SPIGOT. D. FLANGED JOINTS: SELECT APPROPRIATE GASKET MATERIAL, SIZE, TYPE A. PIPE SIZES CALLED FOR ARE TO BE MAINTAINED. PIPE SIZE CHANGES AND THICKNESS FOR SERVICE APPLICATIONS. INSTALL GASKET MADE ONLY AS REVIEWED BY OWNER'S REPRESENTATIVE. WHERE I W B. FITTINGS: SERVICE EIGHT CAST IRON BITUMEN COATED HUB AND CONCENTRICALLY POSITIONED, USE SUITABLE LUBRICANTS ON BOLT DISCREPANCY IN SIZE OCCURS, THE LARGER SIZE SHALL BE PROVIDED. SPIGOT, ASTM C564 SERVICE WEIGHT NEOPRENE GASKET OF SAME THREADS. MANUFACTURER AS PIPING. EXHIBIT "A" -PIPING MATERIALS (PLUMBING) E. DIELECTRIC PIPE FITTINGS: PROVIDE DIELECTRIC UNIONS AT ALL (NOTES AT END OF EXHIBIT "A") C. ALL CAST IRON PIPE AND FITTINGS SHALL BE MARKED WITH THE EQUIPMENT CONNECTIONS WHERE DISSIMILAR METALS MEET. IN COLLECTIVE TRADEMARK OF THE CAST IRON SOIL PIPE INSTITUTE (CISPI) ADDITION, PROVIDE DIELECTRIC UNIONS IN ALL OPEN TYPE PIPING SERVICE PIPE MATERIALS FITTINGS CONNECTIONS AND BE LISTED BY NSF INTERNATIONAL. SYSTEMS (CONDENSING WATER, DOMESTIC WATER, ETC.) WHERE 2.3 COPPER PIPE AND FITTINGS DISSIMILAR METALS ARE TO BE JOINED. WATER - FIRE SEE "UNDERGROUND PIPING AND ACCESSORIES" SECTION F. FRP PIPE JOINTS: BONDED WITH RESIN CATALYST ADHESIVE. SERVICE 221020 A. PIPE: ASTM B88, TYPE K, SOFT TEMPER G. GROOVED MECHANICAL JOINTS: PIPE TO BE PREPARED IN ACCORDANCE WATER SERVICE (2 SEE "UNDERGROUND PIPING AND ACCESSORIES" SECTION B. FITTINGS: ANSI B16.22 WROUGHT COPPER; ANSI B16.26 AND ASTM B62 WITH THE LATEST MANUFACTURER'S GROOVING SPECIFICATION. USE IN. AND SMALLER) 221020 CAST BRONZE; FLARED END CONNECTIONS. MANUFACTURER'S RECOMMENDED GROOVING TOOLS. PIPE SHALL BE DOMESTIC WATER TYPE L COPPER WROUGHT OR CAST NO -LEAD SOLDER 2.4 DUCTILE IRON PIPE AND FITTINGS CHECKED TO BE SURE IT IS FREE OF INDENTATIONS, PROJECTIONS; WELD INTERIOR/HOT, COPPER SEAMS OR ROLL MARKS ON THE EXTERIOR OF THE PIPE OVER THE ENTIRE COLD AND A. PIPE: AWWA C151/ANSI A21.51, CLASS 52, DUCTILE IRON, MECHANICAL GASKET SEATING AREA. PIPE ENDS ARE TO BE SQUARE CUT. LUBRICANT CIRCULATING 3 IN: TYPE JOINTS FOR SHORT RUNS, OTHERWISE USE PUSH -ON TYPE JOINTS. SHALL BE APPLIED TO GASKET AND/OR PIPE ENDS AND HOUSING AND SMALLER B. FITTINGS: AWWA C110/ANSI A21.51, DUCTILE IRON, 250-PSI PRESSURE INTERIORS TO ELIMINATE PINCHING THE GASKET. TYPE L COPPER WROUGHT OR CAST PRESS FIT RATING (OR) AWWA C153/ANSI A21.53 DUCTILE IRON COMPACT FITTING, H. SOLVENT -CEMENT PLASTIC PIPING JOINTS: CLEAN AND DRY JOINING COPPER 350 PSI PRESSURE RATING, JOINTS SHALL BE RESTRAINED, MECHANICAL SURFACES. JOIN PIPE AND FITTINGS ACCORDING TO THE FOLLOWING: TYPE FOR SHORT RUNS, OTHERWISE USE PUSH -ON TYPE. 1. COMPLY WITH ASTM F 402 FOR SAFE -HANDLING PRACTICE OF CPVC, SDR 11 SOCKET TYPE SOLVENT CEMENT (SEE NOTE 6) C. LINING: PIPE AND FITTINGS SHALL HAVE DOUBLE THICKNESS CEMENT C CLEANERS, PRIMERS, AND SOLVENT CEMENTS. APPLY PRIMER. MORTAR LINING WITH SEAL PER AWWA C104/ANSI A21.4 ON INTERIOR AND PEX TUBING N/A COMPRESSION ASPHALTIC COATING ON OUTSIDE. 2. CPVC PIPING: JOIN ACCORDING TO ASTM D 2846. TYPE L COPPER WROUGHT COPPER BRAZED D. GLANDS AND GASKETS: AWWA C1IVANSI A21.11, DUCTILE IRON GLAND, 3. PVC PIPING: JOIN ACCORDING TO ASTM D 2855. RUBBER GASKET JOINTS, PROVIDE TWO BRONZE WEDGES FOR EACH TYPE L COPPER WROUGHT OR CAST ROLL GROOVED JOINT OF PIPE. 3.5 SLEEVES COPPER TYPE A. PROVIDE FOR PIPES PASSING THROUGH FLOORS, WALLS OR CEILINGS. COUPLINGS 2.5 PVC SOLID WALL PIPE AND FITTINGS - DWV SYSTEM NOT REQUIRED FOR FLOORS THAT ARE CORE -DRILLED, EXCEPT WHERE CPVC, SCHEDULE 80 SOCKET TYPE SOLVENT CEMENT A. PIPE: PVC SCHEDULE 40 SOLID WALL PIPE, IRON PIPE SIZE CONFORMING FLOOR IS WATERPROOFED. (SEE NOTE 6) TO ASTM D1785 AND ASTM D2665. PIPE SHALL BE MANUFACTURED FROM PVC COMPOUNDS AS IDENTIFIED IN ASTM D1784. BOTH PIPE AND FITTINGS B. EXTEND 1/81N. ABOVE FINISHED FLOOR IN FINISHED AREAS. IN ABOVE SANITARY, SEE SHALL CONFORM TO NATIONAL SANITATION FOUNDATION STANDARD 14. GRADE MECHANICAL ROOMS AND OTHER AREAS WITH FLOOR DRAINS, SANITARY VENT, "UNDERGROUND USE STEEL PIPE SLEEVES 2 IN. ABOVE FLOOR. GREASE WASTE PIPING AND B. FITTINGS: TYPE DWV, SOCKET TYPE CONFORMING TO ASTM D2665. C. USE STEEL PIPE SLEEVES IN BEARING WALL, STRUCTURAL SLABS, BEAMS AND STORM ACCESSORIES" FITTINGS SHALL BE MANUFACTURED FROM PVC COMPOUNDS AS AND OTHER STRUCTURAL SURFACES, AND WHERE CALLED FOR. (BURIED) SECTION 221020 IDENTIFIED IN ASTM D1784. SOLVENT CEMENT JOINTS SHALL BE MADE UTILIZING A TWO-STEP PROCESS WITH PRIMER MANUFACTURED FOR D. SLEEVES SHALL BE AS SMALL AS PRACTICAL, CONSISTENT WITH SANITARY, SERVICE WEIGHT CAST IRON HUB AND NEOPRENE THERMOPLASTIC PIPING AND SOLVENT CEMENT CONFORMING TO ASTM INSULATION, SO AS TO PRESERVE FIRE RATING. SANITARY VENT CAST IRON SOIL SPIGOT COMPRESSION D2564. PIPE TYPE GASKET E. FILL ABANDONED SLEEVES WITH CONCRETE. 2.6 HIGH -DENSITY POLYETHYLENE (HDPE) SEWER PIPE AND FITTINGS SERVICE WEIGHT NO HUB NO HUB NEOPRENE F. PROVIDE RUBBER GROMMET SEALS FOR PIPES PASSING THROUGH CAST IRON SOIL GASKET AND A. PIPE: SMOOTH INTERIOR AND CORRUGATED EXTERIOR WALL HDPE PIPE DUCTS OR AIR CHAMBERS OR BUILT-UP HOUSINGS. PIPE STAINLESS STEEL CONFORMING TO AASHTO M252 TYPE C (3 IN. THROUGH 10 IN.) OR AASHTO CLAMP ASSEMBLY M 294 TYPE C (12 IN. THROUGH 24 IN.). PIPE SHALL BE MANUFACTURED 3.6 SLEEVE PACKING FROM HDPE COMPOUNDS AS IDENTIFIED IN ASTM D3350 WITH CELL SCHEDULE 40 PVC, PVC, SOCKET TYPE SOLVENT CEMENT CLASSIFICATION OF 424420C (3 IN. THROUGH 10 IN.) AND 435400C (12 IN. A. SEAL VOID SPACE AT SLEEVES AS FOLLOWS: SOLID WALL (SEE NOTE 4) THROUGH 24 IN.). 1. INTERIOR LOCATIONS: FIRMLY PACK WITH FIBERGLASS AND CAULK. SCHEDULE 40 PVC, PVC, SOCKET TYPE SOLVENT CEMENT B. FITTINGS: FITTINGS SHALL CONFORM TO AASHTO M252 OR AASHTO M294. SOLID WALL (SEE NOTE 4) FITTINGS SHALL BE MANUFACTURED FROM COMPOUNDS AS IDENTIFIED IN 2. EXTERIOR WALLS AND BELOW GRADE CORED HOLES: USE INDIRECT WASTE ASTM F810. SEALING ELEMENT. SCHEDULE 40 PVC, PVC, SOCKET TYPE SOLVENT CEMENT C. JOINTS: PIPE CONNECTIONS SHALL BE MADE WITH COUPLING BANDS 3. CORED HOLES: USE SEALING ELEMENT. SOLID WALL (SEE NOTE 4) COVERING AT LEAST TWO FULL CORRUGATIONS ON EACH END OF PIPE MEETING SOIL -TIGHT REQUIREMENTS OF AASHTO M252 AND M294. 4. FIRE RATED, PARTITIONS AND FLOOR SLABS: USE FIRE RATED PUMP DISCHARGE SCHEDULE 40 PVC, PVC, SOCKET TYPE SOLVENT CEMENT GASKETED CONNECTIONS SHALL INCORPORATE CLOSED -CELL SYNTHETIC SEALING ELEMENTS, MATERIALS AND METHODS. PROVIDE PER SOLID WALL (SEE NOTE 4) EXPANDED RUBBER GASKETS MEETING ASTM D1056 GRADE 2A2. MANUFACTURER'S INSTRUCTIONS TO MAINTAIN FIRESTOP. CPVC CPVC SOLVENT CEMENT 5. WATERPROOFED WALLS/FLOORS: USE WATERPROOF SEALING 2.7 HIGH -DENSITY POLYETHYLENE (HDPE) WATER PIPE AND FITTINGS ELEMENT, DEVICE OR COMPOUND. A. PIPE: HDPE 4710 SOLID WALL PIPE CONFORMING TO AWWA C901ASTM 3.7 ESCUTCHEON PLATES NOTES FOR EXHIBIT A: F714, ASTM D2239 AND ASTM D3035. PIPE SHALL BE MANUFACTURED FROM A. PROVIDE POLISHED CHROME SETSCREW TYPE ESCUTCHEON PLATES FOR NOTE 4: PVC PIPING SHALL NOT BE INSTALLED WITHIN RETURN AIR PLENUMS. HDPE COMPOUNDS AS IDENTIFIED IN ASTM D3350 WITH CELL CLASSIFICATION OF 445574C/E. BOTH PIPE AND FITTINGS SHALL CONFORM ALL EXPOSED PIPING PASSING THROUGH FLOORS, WALLS OR CEILINGS, IN NOTE 5: COPPER PIPING SHALL NOT BE USED FOR URINAL WASTE PIPING. TO NATIONAL SANITATION FOUNDATION STANDARD 14 AND 61. ALL ROOMS EXCEPT IN BOILER, FAN AND MECHANICAL ROOMS. NOTE 6: CPVC PIPING, COPPER TUBE SIZE (SDR11) PERMITTED FOR PIPING 2 IN. B. FITTINGS: SOCKET TYPE CONFORMING TO ASTM D2683 OR BUTT TYPE 3.8 TESTS AND SMALLER. CPVC PIPING, SCHEDULE 80 PERMITTED FOR PIPING 3 IN. CONFORMING TO ASTM D3261. FITTINGS SHALL BE MANUFACTURED FROM A. REFER TO EXHIBIT "B" AT THE END OF THIS SECTION FOR TESTING OF AND LARGER. PVC COMPOUNDS AS IDENTIFIED IN ASTM F714. PLUMBING SYSTEMS. NOTE 8: ALL UNINSULATED PIPING SUPPORTED BY TRAPEZE HANGERS SHALL BE 2.8 DETECTABLE TAPE B. PROVIDE ALL NECESSARY ITEMS TO COMPLETE PROPER TESTING OF SECURELY FASTENED TO EACH HANGER USING STRUT -MOUNTED A. DETECTABLE UNDERGROUND WARNING TAPE, 5 MIL. POLYETHYLENE, 6 IN. WORK. PERFORM ALL TESTING IN ACCORDANCE WITH GOVERNING CUSHION CLAMPS. WIDE, ALUMINUM BACKING, APWA APPROVED BACKGROUND COLORS CODES, LOCAL UTILITIES AND OTHER AGENCIES HAVING JURISDICTION EXHIBIT "B" -TESTING WITHIN PERMANENT BLACK LETTERING IDENTIFYING SERVICE BELOW. AND AS SPECIFIED. PAY ALL COSTS TO PERFORM TESTS. PERFORM ALL TESTING IN A SAFE MANNER. ISOLATE EXISTING SYSTEMS. B. SCHEDULE: C. DOMESTIC WATER: SERVICE TEST REQUIREMENTS 1. SANITARY: GREEN COLOR, "CAUTION BURIED SEWER LINE BELOW". 1. DO NOT COVER JOINTS WITH INSULATION UNTIL REQUIRED TESTS DOMESTIC WATER TEST HYDROSTATICALLY AT 150 PSI FOR TWO (2) HOURS OR AT 1.5 TIMES THE WORKING PRESSURE WHEN WORKING PRESSURE 2. WATER: BLUE COLOR, "CAUTION BURIED WATER LINE BELOW". ARE COMPLETED AND THE OWNER'S REPRESENTATIVE ACCEPTS THE SYSTEM. EXCEEDS 100 PSI C. ACCEPTABLE MANUFACTURERS: SETON, TERRA TAPE, PRO -LINE SAFETY SANITARY, MAINTAIN 10 FT. HEAD OF WATER FOR TWO (2) HOURS. PRODUCTS, INC. 2. MAKE LEAKS TIGHT; NO CAULKING PERMITTED. REPLACE DEFECTIVE FITTINGS, PIPE OR CONNECTIONS. PIPING SHALL BE SANITARY VENT 2.9 SCHEDULE OF PIPING MATERIALS TIGHT AND SHOW NO LOSS OF PRESSURE. INDIRECT WASTE MAINTAIN 10 FT. HEAD OF WATER FOR TWO (2) HOURS. A. SEE EXHIBIT "A", SCHEDULE OF PIPING MATERIALS AT END OF THIS 3. AIR TEST NOT ACCEPTABLE AS FINAL TEST. PUMP DISCHARGE HYDROSTATICALLY TEST AT 5 PSI GREATER THAN THE PUMP SECTION FOR PIPING. 4. CONFIRM IN WRITING THAT TESTS AND FLUSHING HAVE BEEN RATING FOR TWO (2) HOURS. PART 3 - EXECUTION CONDUCTED AND SUCCESSFULLY COMPLETED. SUBMIT COPY OF 3.1 TESTING THE TEST REPORT TO OWNER'S REPRESENTATIVE. D. SANITARY: END OF SECTION A. SANITARY: 1. DO NOT BACKFILL OVER PIPING UNTIL REQUIRED TESTS ARE 1. THERE SHALL BE NO LOSS OF WATER WHEN TESTING INTERIOR COMPLETED AND THE OWNER'S REPRESENTATIVE ACCEPTS THE PIPING. SYSTEM. 2. AIR TEST NOT ACCEPTABLE AS FINAL TEST. 2. THERE SHALL BE NO LOSS OF WATER WHEN TESTING INTERIOR 3. SHOULD ANY LEAKS, DEFECTIVE JOINTS OR DEFECTIVE PIPING INSIDE THE BUILDING FOUNDATION. CONSTRUCTION BE DETECTED IN SEWERS AND/OR FLOORS OR 3. AIR TEST NOT ACCEPTABLE AS FINAL TEST. WALLS OF APPURTENANT STRUCTURES, THEY SHALL BE PERMANENTLY STOPPED. SHOULD ANY DEFECTIVE PIPES, 4. SHOULD ANY LEAKS, DEFECTIVE JOINTS OR DEFECTIVE FITTINGS OR ACCESSORIES BE DISCOVERED THEY SHALL BE CONSTRUCTION BE DETECTED IN SEWERS, FLOORS OR WALLS OF REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. APPURTENANT STRUCTURES, THEY SHALL BE PERMANENTLY STOPPED, SHOULD ANY DEFECTIVE PIPES, FITTINGS OR 4. CONFIRM IN WRITING THAT TESTS HAVE BEEN CONDUCTED AND ACCESSORIES BE DISCOVERED THEY SHALL BE REMOVED AND SUCCESSFULLY COMPLETED. SUBMIT COPY OF THE TEST REPORT REPLACED AT THE CONTRACTOR'S EXPENSE. TO OWNER'S REPRESENTATIVE. 5. TEST EXTERIOR PIPING OUTSIDE THE BUILDING FOUNDATION IN 100 3.9 DOMESTIC WATER PIPING CLEANING AND DISINFECTION FT. SECTIONS. THE ALLOWABLE RATE OF LEAKAGE PER 24 HOURS A. CLEANING AND DISINFECTING SHALL BE IN ACCORDANCE WITH PER IN. OF DIAMETER PER 1,000 FT. OF SEWER TESTED SHALL NOT REQUIREMENTS OF NEW YORK STATE DEPARTMENT OF HEALTH AND EXCEED 25 GALLONS. PIPING SHALL BE INSPECTED AND TESTED AUTHORITY HAVING JURISDICTION. PRIOR TO DISINFECTING, FLUSH PRIOR TO BACKFILL. PIPING TO REMOVE ANY SEDIMENT AND DEBRIS. 6. CONFIRM IN WRITING THAT TESTS HAVE BEEN CONDUCTED AND B. CLEAN AND DISINFECT WATER DISTRIBUTION PIPING SYSTEMS AND PARTS SUCCESSFULLY COMPLETED. SUBMIT COPY OF THE TEST OF EXISTING POTABLE WATER SYSTEMS THAT HAVE BEEN ALTERED, REPORTS TO OWNER'S REPRESENTATIVE. EXTENDED OR REPAIRED. B. DOMESTIC WATER: C. AFTER DISINFECTION PROCEDURES, SUBMIT WATER SAMPLES IN STERILE 1. DO NOT BACKFILL OVER PIPING UNTIL REQUIRED TESTS ARE BOTTLES TO AN APPROVED DEPARTMENT OF HEALTH LABORATORY. COMPLETED AND THE OWNER'S REPRESENTATIVE ACCEPTS THE SAMPLES SHALL BE PROVEN EQUAL TO THE WATER QUALITY SERVED TO SYSTEM. THE PUBLIC FROM THE EXISTING WATER SUPPLY SYSTEM AND ACCEPTABLE TO THE DEPARTMENT OF HEALTH. FLUSH AND DISINFECT 2. MAKE LEAKS TIGHT; NO CAULKING PERMITTED. REPLACE ALL SECTIONS OF PIPE THAT FAIL THE LABORATORY TESTS. SUBMIT TEST DEFECTIVE FITTINGS, PIPE OR CONNECTIONS. PIPING SHALL BE RESULTS INDICATING WATER IS POTABLE. TIGHT AND SHOW NO LOSS OF PRESSURE. 3.10 PEX DOMESTIC WATER PIPING 4. CONFIRM IN WRITING THAT TESTS AND FLUSHING HAVE BEEN CONDUCTED AND SUCCESSFULLY COMPLETED. SUBMIT COPY OF THE TEST REPORT TO OWNER'S REPRESENTATIVE. C. TEST EXTERIOR WATER AND FIRE SERVICE PIPING OUTSIDE THE BUILDING FOUNDATION HYDROSTATICALLY AT 200 PSI FOR TWO (2) HOURS. THE AMOUNT OF LEAKAGE SHALL NOT EXCEED TWO (2) QUARTS PER HOUR PER 100 GASKETS OR JOINTS. CONFORM TO NFPA 24. 3.2 HIGH -DENSITY POLYETHYLENE (HDPE) SEWER PIPE AND FITTINGS A. PIPE INSTALLATION SHALL COMPLY WITH ASTM D2321 AND THE MANUFACTURER'S RECOMMENDATIONS. 3.3 DETECTABLE TAPE A. PROVIDE DETECTABLE TAPE DIRECTLY OVER THE BURIED PIPE LINES AT A DEPTH OF 1 FT. - 0 IN, BELOW FINISHED GRADE. INSTALL TAPE OVER THE CONTINUOUS LENGTH OF THE PIPE. EXHIBIT "A" - PIPING MATERIALS (PLUMBING) (NOTES ARE AT END OF EXHIBIT "A") SERVICE PIPE MATERIALS FITTINGS CONNECTIONS WATER SERVICE DUCTILE IRON DUCTILE IRON MECHANICAL OR WATER MAIN WITH PUSH -ON TYPE CEMENT LINING WATER SERVICE (2 TYPE K COPPER CAST BRONZE FLARED IN. AND SMALLER SERVICE) SANITARY SERVICE WEIGHT CAST IRON, HUB NEOPRENE GASKET CAST IRON SOIL AND SPIGOT COMPRESSION PIPE TYPE SCHEDULE 40 PVC, PVC, SOCKET TYPE SOLVENT CEMENT SOLID WALL SANITARY AND SCHEDULE 40 PVC, PVC, SOCKET TYPE SOLVENT CEMENT GREASE WASTE SOLID WALL VENT EXHIBIT "B" - TESTING SERVICE TEST REQUIREMENTS WATER SERVICE TEST HYDROSTATICALLY AT 150 PSI FOR TWO (2) HOURS. SANITARY, MAINTAIN 10 FT. HEAD OF WATER FOR TWO (2) HOURS. SANITARY VENT, STORM ACID WASTE AND MAINTAIN 10 FT. HEAD OF WATER FOR TWO (2) HOURS. VENT NATURAL GAS REFER TO SECTION 227010 - "NATURAL GAS SYSTEMS". LG GAS (PROPANE) REFER TO SECTION 227011 - "LP GAS SYSTEM". END OF SECTION 1.1 WORK INCLUDED PART 1 - GENERAL A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM OPERATIONS REQUIRED FOR THE COMPLETE INSTALLATION AND RELATED WORK AS REQUIRED IN CONTRACT DOCUMENTS. 1.2 QUALITY ASSURANCE A. FOLLOW ALL REQUIREMENTS, RECOMMENDATIONS AND APPENDICES TO COMPLY WITH THE FOLLOWING PUBLICATIONS, CODES, STANDARDS AND LISTINGS/APPROVALS: 1. ALL ITEMS HERE -IN USED TO CONVEY WATER FOR POTABLE USE SHALL BE LEAD FREE IN ACCORDANCE WITH NSF 61, STANDARD 61, SECTION 9 - STANDARD FOR DRINKING WATER AND LAVATORY FAUCETS AND NSF STANDARD 372 - MAXIMUM LEAD REQUIREMENTS. COMPLIANCE SHALL BE VIA THIRD PARTY TESTING AND CERTIFICATION. 1.3 SUBMITTALS A. SUBMIT MANUFACTURER'S DATA IN ACCORDANCE WITH THE BASIC MECHANICAL AND ELECTRICAL REQUIREMENTS. OBTAIN APPROVAL PRIOR TO ORDERING MATERIAL. B. PROVIDE SUBMITTALS FOR ALL ITEMS SPECIFIED UNDER PART 2 OF THIS SECTION. PART2-PRODUCTS 2.1 SUMP PUMP - SUBMERSIBLE A. PUMP: SIMPLEX, SUBMERSIBLE TYPE, 3 IN. DISCHARGE, CAST IRON CONSTRUCTION, NON CLOG IMPELLER, STAINLESS STEEL SHAFT, CAPABLE OF HANDLING 2-1/2 IN. SOLIDS, MECHANICAL SEAL, MINIMUM 300 GPM CAPACITY. B. MOTOR: OIL FILLED, PERMANENT LUBRICATION, AUTOMATIC RESET THERMAL OVERLOAD, OIL AND WATER RESISTANT POWER CORD WITH PLUG, NON -OVERLOADING THROUGHOUT THE PUMP CURVE. C. ELECTRIC CONTROL: SIMPLEX AUTOMATIC CONTROLLER, REMOTE FLOATS, NEMA 4X NON -CORROSIVE ENCLOSURE, UL LISTED, ALL STEEL CONSTRUCTION, PRIMED AND PAINTED, HASP AND LOCK, FULL INNER DOOR, ALL COMPONENTS MOUNTED INSIDE ENCLOSURE UNLESS NOTED, FURNISHED WITH FOLLOWING: 1. MAGNETIC TYPE STARTER WITH FUSED DISCONNECT AND THERMAL OVERLOAD IN EACH MOTOR PHASE LEG, H-O-A SELECTOR SWITCH FOR PUMP AND DOOR INTERLOCK. 2. RELAYS FOR OPERATING STARTER. 3. 120 VOLT FUSED PRIMARY AND SECONDARY CONTROL CIRCUIT TRANSFORMER. 4. POWER ON AND RUN LIGHTS FOR PUMP. 5. MERCURY LEVEL FLOAT CONTROLS, MOUNTING BRACKET, JUNCTION BOX. 6. HIGH WATER ALARM WITH RELAYS, RED ALARM LIGHT AND SILENCEABLE ALARM BUZZER. AUXILIARY CONTACTS FOR REMOTE ALARM BUZZER AND REMOTE ALARM LIGHT. 7. CONTINUOUS CORDS FROM PUMP AND LEVEL CONTROLS TO CONTROL PANEL. D. BASIN: BASIN AND COVER SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. E. REFER TO SCHEDULE ON DRAWINGS FOR CAPACITY AND ELECTRICAL CHARACTERISTICS. F. ACCEPTABLE MANUFACTURERS: HYDROMATIC, GOULDS, WEIL, ZOELLER. PART 3 - EXECUTION 3.1 INSTALLATION A. PUMPS SHALL BE INSTALLED, ALIGNED AND STARTED IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTALLATION INSTRUCTION. B. INSTALL PUMPS IN LOCATIONS TO PROVIDE ACCESS FOR MAINTENANCE AND REPLACEMENT OF PARTS. C. SUPPORT PUMPS AND PIPING SEPARATELY SO THAT PIPING DOES NOT SUPPORT PUMPS. D. PROVIDE THE SERVICES OF A FACTORY TRAINED MECHANIC TO START UP THE SYSTEM BASED ON FACTORY RECOMMENDATIONS. PROVIDE OWNER INSTRUCTION AT TIME OF START UP. SUBMIT THREE (3) COPIES OF START UP REPORT TO THE OWNER'S REPRESENTATIVE. E. ALL WIRING FOR SUMP PUMP(S) BETWEEN CONTROL PANEL AND JUNCTION BOX SHALL BE CONTINUOUS. NO JUNCTION BOXES ALLOWED WITHIN PUMP BASIN. 3.2 SUMP PUMP A. INSTALL GATE VALVE AND CHECK VALVE IN DISCHARGE PIPING FOR EACH PUMP. B. SIMPLEX PUMP OPERATION SHALL BE COMPLETELY AUTOMATIC. PRESSURE STYLE SWITCH SHALL START AND STOP THE PUMP AT THE FACTORY SET LEVELS. FLOAT STYLE SWITCHES SHALL BE ADJUSTED TO START AND STOP THE PUMP AT THE SPECIFIED LEVELS. C. DUPLEX PUMP OPERATION SHALL BE COMPLETELY AUTOMATIC AND OPERATED AS FOLLOWS: 1. OPERATE ONE PUMP BETWEEN PREDETERMINED "ON -OFF" ELEVATIONS. 2. SOUND ALARM IN EVENT OF HIGH WATER. 3. OPERATE SECOND PUMP WITHIN PREDETERMINED "ON -OFF" ELEVATIONS IN EVENT FIRST PUMP FAILS OR IS UNABLE TO HANDLE INCOMING FLOW. 4. AUTOMATICALLY ALTERNATE OPERATION OF EACH PUMP. D. INSTALL LIQUID LEVEL CONTROL DEVICES AT PROPER ELEVATION TO PRODUCE SPECIFIED SUMP DRAWDOWN. SECURE CONTROL DEVICES TO DISCHARGE PIPING WITH CORROSION RESISTANT BRACKETS AND FASTENERS. E. INSTALL HIGH WATER ALARM AND MAKE ELECTRICAL CONNECTIONS. INSTALL LIQUID LEVEL CONTROL DEVICE AT PROPER LIQUID DEPTH. SECURE CONTROL DEVICE TO DISCHARGE PIPING WITH CORROSION RESISTANT BRACKETS AND FASTENERS. 3.3 TESTING A. TEST HOT WATER RECIRCULATING PUMPS FOR OPERATION. B. TEST SANITARY AND STORM PUMPING SYSTEMS FOR OPERATION AT SPECIFIED LIQUID DEPTHS. C. TEST HIGH WATER ALARM FOR OPERATION AT SPECIFIED LIQUID DEPTH. D. TEST DOMESTIC WATER PRESSURE BOOSTER PUMP SYSTEM FOR OPERATION. E. CERTIFY IN WRITING THAT TESTS HAVE BEEN PERFORMED AND THE SYSTEMS ARE PROPERLY OPERATING. SUBMIT THREE (3) COPIES OF ALL TEST REPORTS TO THE OWNER'S REPRESENTATIVE. END OF SECTION N ARCHITECTS, P.C. MD rrA D � 307 Washington Avenue L Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK WAVE POOL BUILDING K 512 MAIN STREET WEST YARMOUTH, MA 02673 J ENGINEERING Mechanical/Electrical Engineering Consultants Capital District I Rochester I Buffalo 1 Syracuse 433 STATE STREET, SUITE 410 5}8,533,2171 SCHENECTADY,. NY 12305 www.meengineering.com B DDA PROJECT #21-008 N F I E ICk NGINEER N0. 54230 'Pp� F �G rO NAL Stamp F SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 E D C Drawn MJC Project Manager BAM P.I.C. MKS SHEET TITLE SPECIFICATIONS g SHEET NUMBER P002 A © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. 2 3 4 5 6 7 8 9 10 I I I Z I - ID 1.1 N 1.2 M' L 1.3 2.1 K 2.2 H C E D C B A 2.3 3.1 3.2 1 12 3 4 1 5 6 )N 221100 - WATER SUPPLY A. INSTALL ALL PIPING ON FIRM BED, USING CAUTION WHERE PIPING PASSES OVER EXCAVATION. PROVIDE CONCRETE THRUST BLOCKS TO SUPPORT PART 1 - GENERAL HYDRANT AND PREVENT MOVEMENT AT ALL CHANGES IN DIRECTION OF WORK INCLUDED PIPING. THRUST BLOCKS NOT REQUIRED FOR TYPE K COPPER PIPING INSTALLATION. PROVIDE RODS, CLAMPS AND RETAINER GLANDS ON ALL A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM ELBOWS AND FITTINGS IN ACCORDANCE WITH MANUFACTURER'S OPERATIONS REQUIRED FOR THE COMPLETE INSTALLATION AND RELATED RECOMMENDATIONS TO PREVENT FITTING FROM BLOWING OFF UNDER WORK AS REQUIRED IN CONTRACT DOCUMENTS. LINE PRESSURE. COAT ALL CLAMPS, RODS, NUTS WITH TWO COATS OF 2.2 BITUMASTIC. QUALITY ASSURANCE B. MINIMUM EARTH COVER SHALL BE 5 FT. - 0 IN. UNLESS OTHERWISE NOTED. A. FOLLOW ALL REQUIREMENTS, RECOMMENDATIONS AND APPENDICES TO COMPLY WITH THE FOLLOWING PUBLICATIONS, CODES, STANDARDS, AND LISTINGS/APPROVALS: C. WATER MAINS CROSSING SANITARY OR STORM SEWERS SHALL BE INSTALLED TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 1 FT. - 6 1. ANSI/AWWA C600: AWWA STANDARD FOR INSTALLATION OF INCHES BETWEEN THE OUTSIDE OF THE PIPES WHERE THE WATER MAIN DUCTILE IRON WATER MAINS AND THEIR APPURTENANCES. IS ABOVE OR BELOW THE SEWER. LOCATE THE WATER PIPE SO THAT THE 2. NFPA 24: STANDARD FOR THE INSTALLATION OF PRIVATE FIRE CROSSING OF THE SEWER OCCURS AT THE MID -SECTION OF A FULL 2.3 MAIN AND THEIR APPURTENANCES. SERVICES U LENGTH OF PIPE. THE MINIMUM HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SEWER MAINS SHALL BE 10 FT. - 0 IN. MEASURED FROM 3. MASSACHUSETTS STATE HEALTH DEPARTMENT. THE OUTSIDE OF THE PIPES. IF SEPARATION OR DISTANCE OF JOINTS FROM PIPE CROSSING CANNOT BE ESTABLISHED, ENCASE WATER PIPING 4. LOCAL MUNICIPALITY AND FIRE DEPARTMENT REQUIREMENTS AND IN 6 IN. CONCRETE FOR A DISTANCE 10 FT. - 0 IN. EACH SIDE OF CROSSING. STANDARDS. 3.3 WATER METER 5. ALL ITEMS HERE -IN USED TO CONVEY WATER FOR POTABLE USE SHALL BE LEAD FREE IN ACCORDANCE WITH NSF 61, STANDARD 61, A. PROVIDE PRESSURE GAUGE ON OUTLET SIDE OF METER. PROVIDE LINE SECTION 9 - STANDARD FOR DRINKING WATER AND LAVATORY SIZE STRAINER ON INLET SIDE OF METER. PROVIDE CONCRETE BASE OR 2.4 FAUCETS AND NSF STANDARD 372 - MAXIMUM LEAD PIPE STANDS TO SUPPORT METER ASSEMBLY. PROVIDE BYPASS PIPING REQUIREMENTS. COMPLIANCE SHALL BE VIA THIRD PARTY TESTING WITH SEALED VALVE AROUND METER. AND CERTIFICATION. B. THE WATER METER ASSEMBLY AND PIPING ARRANGEMENT SHALL BE SUBMITTALS INSTALLED IN ACCORDANCE WITH THE LOCAL WATER AUTHORITY STANDARDS. A. PROVIDE SUBMITTALS FOR ALL ITEMS SPECIFIED UNDER PART 2 OF THIS SECTION. 3.4 BACKFLOW PREVENTERS PART 2 - PRODUCTS A. THE BACKFLOW PREVENTER INSTALLATION SHALL BE INSTALLED IN ACCORDANCE TO THE HEALTH DEPARTMENT APPROVED DRAWINGS. WATER PIPING B. PRIOR TO INSTALLATION OF BACKFLOW PREVENTERS, OBTAIN THE A. PIPING MATERIALS: REFER TO SPECIFICATION SECTION 221010, "PIPING APPROVED DRAWINGS FROM THE ENGINEER. SYSTEMS AND ACCESSORIES" AND SECTION 221020, "UNDERGROUND PIPING AND ACCESSORIES". C. PROVIDE HUB STYLE DRAIN FOR EMERGENCY RELIEF DRAIN WITH A PIPE SEPARATION OF AT LEAST TWO (2) PIPE DIAMETERS FROM BACKFLOW BACKFLOW PREVENTERS AND ACCESSORIES PREVENTER RELIEF OUTLET. A. REDUCED PRESSURE TYPE (DOMESTIC WATER - 2 IN. AND SMALLER): 3.5 PIPING 2.5 1. ALL BRONZE BODY CONSTRUCTION, STAINLESS STEEL BOLTS AND A. RUN SLIGHTLY OFF LEVEL TO LOW POINTS; PROVIDE DRAIN VALVES AT INTERNAL PARTS, STAINLESS STEEL CHECK SEATS. LOW POINTS. PROVIDE SHOCK ABSORBERS WHERE SHOWN, OR 2. FOUR (4) TEST COCKS, BRONZE STRAINER AND FULL PORT BALL SPECIFIED. BRANCH HEADERS SERVING FLUSH VALVES SHALL BE FULL VALVE SHUTOFFS. SIZE AS SHOWN. EXPOSED WATER PIPING IN KITCHEN SHALL BE CHROME PLATED BRASS (FROM INSULATION TO FIXTURE OR EQUIPMENT 2.6 3. DESIGN EQUIPMENT: WATTS SERIES 909. CONNECTION.). PROVIDE DIELECTRIC PIPE FITTINGS WHEN CONNECTING TO PIPING SYSTEMS OF DISSIMILAR METALS. ALL SUPPLY PIPING TO 4. ACCEPTABLE MANUFACTURERS: AMES, FEBCO, WILKINS, WATTS. FIXTURES, FAUCETS, HYDRANTS AND FLUSH VALVES SHALL BE B. REDUCED PRESSURE TYPE (DOMESTIC WATER - 2-1/2 IN. AND LARGER): ANCHORED TO PREVENT MOVEMENT. 1. CAST IRON BODY, STAINLESS STEEL BOLTS AND INTERNAL PARTS, B. PROVIDE SHOCK ABSORBERS WHERE FLUSH VALVES AND QUICK CLOSING REMOVABLE BRONZE SEATS, EPDXY COATED, BRONZE RELIEF VALVES ARE USED AS SPECIFIED IN SECTION 223010. VALVE. 3.6 ARRANGEMENTS 2. FOUR (4) TEST COCKS, EPDXY -COATED STRAINER, OS&Y RESILIENT A. PROVIDE FOR APPLICATION TO AND OBTAIN APPROVAL FROM THE LOCAL WEDGE GATE VALVES. WATER AUTHORITY FOR CONNECTION TO MUNICIPAL SYSTEMS. 3. DESIGN EQUIPMENT: WATTS SERIES 909, B. CONTACT THE WATER AUTHORITY FOR THE EXTENT OF THEIR WORK, THE 4. ACCEPTABLE MANUFACTURERS: AMES, FEBCO, WILKINS, WATTS. COSTS, FEES, REQUIRED PERMITS AND THEIR INSTALLATION REQUIREMENTS. MAKE ALL ARRANGEMENTS, PAY ALL COSTS, FEES AND C. REDUCED PRESSURE DETECTOR ASSEMBLY TYPE (FIRE SERVICE): OBTAIN ALL PERMITS. INCLUDE ALL COSTS WITHIN THE BASE BID. 1. CAST IRON BODY, STAINLESS STEEL BOLTS AND INTERNAL PARTS, 3.7 CLEANING AND DISINFECTING REMOVABLE BRONZE SEATS, EPDXY COATED, BRONZE RELIEF A. REFER TO SPECIFICATION SECTION 221010, "PIPING SYSTEMS AND VALVE. ACCESSORIES" FOR DOMESTIC WATER PIPING CLEANING AND 2. FOUR (4) TEST COCKS, OS&Y RESILIENT WEDGE GATE VALVES. DISINFECTING REQUIREMENTS. 2.7 3. UL/FM LISTED AND APPROVED. 3.8 TESTS 4. SAME SIZE AS FIRE SERVICE. A. PROVIDE ALL NECESSARY ITEMS TO COMPLETE PROPER TESTING OF WORK. PERFORM ALL TESTING IN ACCORDANCE WITH GOVERNING 5. DETECTOR ASSEMBLY CONSISTING OF AN APPROVED REDUCED CODES, LOCAL UTILITIES AND OTHER AGENCIES HAVING JURISDICTION PRESSURE ZONE BACKFLOW PREVENTER, APPROVED WATER AND AS SPECIFIED. PAY ALL COSTS TO PERFORM TESTS. PERFORM ALL METER AND SHUTOFFS. TESTING IN A SAFE MANNER. 6. DESIGN EQUIPMENT: WATTS SERIES 909RPDA. B. UPON COMPLETION OF CONSTRUCTION, ALL BACKFLOW PREVENTION 7. ACCEPTABLE MANUFACTURERS: AMES, FEBCO, WILKINS, WATTS. DEVICES PROVIDED UNDER THIS CONTRACT SHALL BE TESTED. TESTS SHALL BE PERFORMED BY A CERTIFIED BACKFLOW PREVENTER TESTER D. DOUBLE CHECK VALVE TYPE (WATER/FIRE SERVICE - 3 IN. AND LARGER): REGISTERED BY THE MASSACHUSETTS DEPARTMENT OF HEALTH. PROVIDE THREE (3) COPIES OF FORM DOH-1013 FOR EACH DEVICE WITH 1. CAST IRON BODY, STAINLESS STEEL BOLTS AND INTERNAL PARTS, PART A COMPLETED BY THE TESTER. SUBMIT FORMS TO ENGINEER. PAY REMOVABLE BRONZE SEATS, EPDXY COATED. ALL COSTS REQUIRED FOR TESTING DEVICES, INCLUDING 2. FOUR (4) TEST COCKS, OS&Y RESILIENT WEDGE GATE VALVES. ADMINISTRATIVE COSTS ASSOCIATED WITH SATISFYING THE REQUIREMENTS AND REGULATIONS OF WATER AUTHORITY AND HEALTH 3. UL/FM LISTED AND APPROVED. DEPARTMENT. REPAIR OR REPLACE ANY DEVICE FAILING THE TEST AND REPEAT THE TEST. 4. SAME SIZE AS FIRE SERVICE. 3.1 C. TEST EACH VACUUM BREAKER ACCORDING TO AUTHORITIES HAVING 5. DESIGN EQUIPMENT: WATTS SERIES 709. JURISDICTION AND THE DEVICE'S REFERENCE STANDARD. 6. ACCEPTABLE MANUFACTURERS: AMES, FEBCO, WILKINS, WATTS. D. REFER TO SPECIFICATION SECTION 221010, "PIPING SYSTEMS AND E. DOUBLE CHECK DETECTOR ASSEMBLY TYPE (FIRE SERVICE- 3 IN. AND ACCESSORIES" FOR PIPE TESTING REQUIREMENTS. LARGER): END OF SECTION 1. CAST IRON BODY, STAINLESS STEEL BOLTS AND INTERNAL PARTS, SECTION 223010 -EQUIPMENT REMOVABLE BRONZE SEATS, EPDXY COATED. 2. FOUR (4) TEST COCKS, OS&Y RESILIENT WEDGE GATE VALVES. PART 1 - GENERAL 3. UL/FM LISTED AND APPROVED. 1.1 WORK INCLUDED A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM 4. SAME SIZE AS FIRE SERVICE. OPERATIONS REQUIRED FOR THE COMPLETE INSTALLATION AND RELATED 5. DETECTOR ASSEMBLY CONSISTING OF AN APPROVED DOUBLE WORK AS REQUIRED IN CONTRACT DOCUMENT: CHECK VALVE BACKFLOW PREVENTER, APPROVED WATER METER 1.2 SUBMITTALS AND SHUTOFFS. A. PROVIDE SUBMITTALS FOR ALL ITEMS SPECIFIED UNDER PART 2 OF THIS 6. DESIGN EQUIPMENT: WATTS SERIES 709 DCDA. SECTION. 7. ACCEPTABLE MANUFACTURERS: AMES, FEBCO, WILKINS, WATTS. PART 2 - PRODUCTS VACUUM BREAKERS 2.1 FLOOR DRAINS A. ATMOSPHERIC TYPE: A. DRAIN DESCRIPTION: ALL FLOOR DRAINS TYPE A UNLESS OTHERWISE 1. LEAD FREE BRASS BODY, SILICONE DISC, ASSE 1001, THREADED NOTED. INLET AND OUTLET CONNECTIONS, POLISHED CHROME FOR 1. TYPE A: CAST IRON BODY, FLASHING COLLAR WITH WEEPHOLES, FINISHED AREAS. NICKEL BRONZE, 7 IN, DIAMETER ADJUSTABLE STRAINER; JAY R. 2. DESIGN EQUIPMENT: WATTS SERIES #LF288-A SMITH FIGURE #2010-A 3. ACCEPTABLE MANUFACTURERS:. WATTS, CONBRACO, ZURN OR 2, TYPE B: CAST IRON BODY, FLASHING COLLAR WITH WEEPHOLES, 8 APPROVED EQUAL. IN. DIAMETER CAST IRON GRATE MEDIUM DUTY, REMOVABLE SEDIMENT BUCKET; ACID RESISTANT COATING, JAY R. SMITH B. HOSE CONNECTION TYPE: FIGURE #2110-ARI. 1. BRASS BODY, STAINLESS STEEL WORKING PARTS, RUBBER B. MAKE: JOSAM, JAY R. SMITH, MIFAB, WATTS OR ZURN. DIAPHRAGM AND DISC, DRAINABLE, NON REMOVABLE FEATURE, POLISHED CHROME FOR FINISHED AREAS. 2.2 FLOOR SINKS 2. DESIGN EQUIPMENT: WATTS #8A A. SINK DESCRIPTION: 3,2 3. ACCEPTABLE MANUFACTURERS: WATTS, CONBRACO, ZURN OR 1. TYPE A: ACID RESISTANT COATED BODY WITH 12-112 IN. SQUARE APPROVED EQUAL. NICKEL BRONZE TOP, 8 IN. DEEP WITH SEDIMENT BUCKET; JAY R. SMITH FIGURE #3150. PART 3 - EXECUTION B. MAKE: JOSAM, JAY R. SMITH, MIFAB, WATTS OR ZURN. GENERAL 2.3 CLEANOUTS A. COORDINATE WORK WITH ALL OTHER TRADES AND UTILITY COMPANY. A. FLOORS: CAST IRON BODY; NICKEL -BRONZE TOP WITH ADJUSTABLE B. INSPECT PIPE, FITTINGS AND EQUIPMENT PRIOR TO INSTALLATION. FEATURE, BRONZE PLUG AND FLASHING CLAMP WHERE REQUIRED, 3.3 REMOVE ALL DEFECTIVE MATERIALS FROM THE SITE. CARPET MARKER AND TILE COVER WHERE APPLICABLE; JAY R. SMITH C. DO NOT BACKFILL UNTIL INSPECTION BY OWNER'S REPRESENTATIVE. SERIES #4028. D. INSTALL PIPE AND EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S B. WALLS: CAST IRON FERRULE, WITH BRONZE PLUG AND STAINLESS STEEL 3.4 RECOMMENDATIONS AND IN A WORKMANLIKE MANNER AS DETERMINED SMOOTH ACCESS COVER. BY THE OWNER'S REPRESENTATIVE. 1. HORIZONTAL: JAY R. SMITH FIGURE #4402. 3.5 WATER SERVICE 2. VERTICAL: JAY R. SMITH FIGURE #4531. 7 8 9 1. CAST IRON BODY, ADJUSTABLE ROUND HEAVY DUTY TOP, WITH TRACTOR COVER, VANDAL PROOF SCREWS AND BRONZE PLUG; JAY R. SMITH FIGURE #4246. B. MAKE: JOSAM, JAY R. SMITH, MIFAB, WATTS OR ZURN. WALL HYDRANTS A. EXPOSED TYPE HOSE CONNECTION, LEAD-FREE, SOLDER CONNECTION, NICKEL BRONZE FACE, QUARTER TURN VALVE, NONFREEZE TYPE, 3/4 IN. HOSE CONNECTION, SELF DRAINING, INTEGRAL VACUUM BREAKER WITH VANDAL RESISTANT CAP, LOOSE KEY CONTROL AND WALL CLAMP; JAY R. SMITH FIGURE #5609QT. B. MAKE: JAY R. SMITH, PRIER, WATTS, WOODFORD OR ZURN. HOSE BIBBS (INTERIOR) A. INSIDE SILL FAUCET VACUUM BREAKER LEAD-FREE SOLDER CONNECTION, 3/4 IN. HOSE THREAD OUTLET, LOCK SHIELD CAP, LOOSE KEY CONTROL, FLANGED FEMALE INLET, POLISHED CHROME PLATE FINISH FOR FINISHED ROOMS, ROUGH CHROMIUM FOR UNFINISHED ROOMS. B. MAKE: WOODFORD MODEL 84, PRIER, CHICAGO FAUCETS OR ACORN IN FINISHED ROOM; CHICAGO FAUCETS #998 IN MECHANICAL ROOMS, BOILER ROOM, PENTHOUSE, OR OTHER UNFINISHED ROOMS. SHOCK ABSORBERS A. HYDROPNEUMATICALLY CONTROLLED WITH PERMANENTLY SEALED EXPANSION CHAMBER PRE -CHARGED WITH NON-COMBUSTIBLE GAS - LEAD -FREE, THREADED CONNECTION, MEETS OR EXCEEDS PLUMBING AND DRAINAGE INSTITUTE STANDARD PDI WH-201 AND ASSE STANDARD 1010. 1. BELLOWS TYPE: STAINLESS STEEL CONSTRUCTION WITH STAINLESS STEEL BELLOWS. 2. PISTON TYPE: HARD DRAWN COPPER BODY WITH BRASS PISTON, CAP AND ADAPTER, AND ELASTOMER SEALS. B. ELASTOMER OR RUBBER COMPOUND TYPE BELLOWS NOT ALLOWED. C. MAKE: WATTS #LF15M2, PRECISION PLUMBING PRODUCTS, JAY R. SMITH, OR ZURN. TRAP GUARDS A. ELASTOMERIC, NORMALLY CLOSED SEAL TO PREVENT EVAPORATION OF P-TRAPS. INSERTS INTO THROAT OF FLOOR DRAIN. PROVIDE FOR EACH NEW FLOOR DRAIN. B. MAKE: PROVENT SYSTEMS, INC. "PROSET TRAP GUARD". TEMPERATURE MIXING VALVE - EMERGENCY SAFETY SYSTEM A. VALVE SHALL MIX 140OF HOT WATER WITH 40OF COLD WATER TO OBTAIN A WATER OUTLET TEMPERATURE OF 85°F. THE VALVE SHALL CONSIST OF THE FOLLOWING: 1. SINGLE THERMOSTATIC MIXING VALVE WITH 1-1/4 IN. INLET AND 1-1/4 IN. OUTLET. FLOW CAPACITY OF 48 GPM AT 5 PSI PRESSURE DROP, AND 25 GPM AT 20 PSI PRESSURE DROP. 2. COMBINATION STRAINER CHECK STOPS, TAMPER RESISTANT TEMPERATURE ADJUSTMENT CONTROL, 3. PROVIDE VALVES ON HOT, COLD AND TEMPERED WATER PIPING WITH FITTINGS, NIPPLES, TRIM PIPING AND ESCUTCHEON PLATES. HORIZONTAL STEM DIAL THERMOMETERS ON HOT, COLD AND TEMPERED WATER PIPING. 4. ROUGH BRONZE LEAD FREE MIXING VALVE AND TRIM EXPOSED ON WALL. B. MAKE: HAWS MODEL 9201 E, LEONARD, OR SYMMONS. TRENCH DRAIN A. PRE -SLOPED TRENCH DRAIN SYSTEM. HIGH DENSITY POLYETHYLENE STRUCTURAL COMPOSITE DRAIN CHANNEL WITH .75% BOTTOM SLOPE. ALL SECTIONS 80 IN. MODULAR LENGTHS AND INTEGRAL TOP FRAME, INTERLOCKING ENDS AND RADIUSED BOTTOM. COMBINATION TIE- DOWN/LEVELING DEVICES AT 20 IN. INTERVALS. INTEGRAL REBAR CLIP. HEEL -PROOF DUCTILE GRATE, VANDAL PROOF CENTER LOCKDOWN. HEAVY DUTY FRAME. B. HIGH DENSITY POLYETHYLENE STRUCTURAL COMPOSITE CATCH BASIN WITH SEDIMENT BASKET. COMPLETE WITH INTERLOCKING ENDS, COMBINATION TIE-DOWN/LEVELING DEVICES AND HEAVY DUTY HEEL - PROOF DUCTILE GRATE. INTEGRAL REBAR CLIP. HEAVY DUTY FRAME. C. PROVIDE REBAR STEEL STAKES FOR TEMPORARY SUPPORT AND LEVELING DURING INSTALLATION. SIZE PER DRAIN MANUFACTURER. D. MANUFACTURER: ZURN Z-886 "PERMA-TRENCH DRAIN SYSTEM". PART 3 - EXECUTION EQUIPMENT CONNECTIONS A. PLUMBING CONTRACTOR SHALL: 1. PROVIDE ALL ROUGHING AND FINAL WATER, WASTE, VENT CONNECTIONS TO ALL EQUIPMENT REQUIRING SAME AS CALLED FOR ON CONTRACT DOCUMENTS. 2. REFER TO CONTRACT DOCUMENTS FOR ROUGHING SCHEDULES, AND EQUIPMENT AND LISTS INDICATING SCOPE OF CONNECTIONS REQUIRED. 3. PROVIDE LOOSE KEY STOPS, "P" TRAPS, TAILPIECES, ADAPTERS, AND ALL NECESSARY PIPING AND FITTINGS FROM ROUGHING POINT TO EQUIPMENT. 4. PROVIDE FOR INSTALLATION OF SINKS, FAUCETS, TRAPS, TAILPIECES PROVIDED BY AN EQUIPMENT CONTRACTOR. THESE ITEMS TO BE DELIVERED, IN EASILY IDENTIFIED CARTONS, TO THE PROPER ROOM FOR CONTRACTOR'S INSTALLATION. 5. INSTALL CONTROLS AND DEVICES FURNISHED BY OTHERS. 6. PROVIDE COLD WATER LINE WITH GATE OR VALVE AND BACKFLOW PREVENTION DEVICE AT LOCATIONS CALLED FOR, CONTINUATION AND CONNECTION TO EQUIPMENT BY OTHERS. 7. INSTALL RELIEF VALVE DISCHARGE PIPING FROM EQUIPMENT RELIEF VALVES. 8. PROVIDE FOR OWNER FURNISHED EQUIPMENT: a. CONNECT COMPLETE AND READY FOR USE, INCLUDING ALL VALVES, PIPING, PIPING ACCESSORIES, TRAPS, PRESSURE REDUCING VALVES, GAUGES, RELIEF VALVES, VENTS, DRAINS, INSULATION, CONTROLS, ETC., AS REQUIRED BY OWNER. b. REFER TO MANUFACTURER DRAWINGS AND SPECIFICATIONS FOR REQUIREMENTS OF SPECIAL EQUIPMENT. VERIFY CONNECTION REQUIREMENTS BEFORE BIDDING. CLEANOUTS A. INSTALL CLEANOUTS OUT OF TRAFFIC PATTERNS AND FLUSH TO FLOOR. PROVIDE OFFSET FROM SANITARY LINE SERVED. DO NOT LOCATE UNDER DOORS OR UNDER LOCKERS. MAINTAIN DISTANCE BETWEEN CLEANOUTS ON PIPING 4 IN. AND SMALLER, 50 FT.; OVER 4 IN., 100 FT. AT CHANGES IN DIRECTION GREATER THAN 45°. INSTALL AT BASE OF SOIL, WASTE, VENT, STACKS AND ROOF CONDUCTORS AND WHERE CALLED FOR. B. CLEANOUTS: SAME NOMINAL SIZE AS PIPE, BUT NOT LARGER THAN 41N. WALL HYDRANTS A. INSTALL MINIMUM 24 IN. ABOVE GRADE. HOSE BIBBS A. INSTALL AT LOW POINTS OF PIPING SYSTEM. SHOCK ABSORBERS A. INSTALL IN VERTICAL POSITION. 10 12 3.1 TEMPERATURE MIXING VALVE A. PROVIDE WHERE CALLED FOR. PROVIDE 2 FT. - 0 IN. DEEP HEAT TRAP ON HOT WATER SUPPLY LINE AHEAD OF CONNECTION TO MIXING VALVE. B. PROVIDE FACTORY -TRAINED TECHNICIAN TO START UP, ADJUST AND INSPECT THE MIXING VALVE AND PIPING FOR CORRECT INSTALLATION AND TEMPERATURE ADJUSTMENT. END OF SECTION SECTION 223400 - WATER HEATERS PART 1 - GENERAL 1.1 SCOPE OF WORK A. WORK OF THIS SECTION SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO INSTRUCTIONS TO BIDDERS, AGREEMENT AND GENERAL CONDITIONS, GENERAL REQUIREMENTS AND BASIC MECHANICAL/ELECTRICAL REQUIREMENTS. B. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM WORK AND RELATED WORK REQUIRED BY CONTRACT DOCUMENTS FOR A COMPLETE OPERATING SYSTEM. 1.2 SUBMITTALS A. SUBMIT MANUFACTURER'S DATA FOR APPROVAL IN ACCORDANCE WITH BASIC MECHANICAL/ELECTRICAL REQUIREMENTS. OBTAIN APPROVAL PRIOR TO ORDERING MATERIAL. B. PROVIDE SUBMITTALS FOR ALL PRODUCTS TO BE INSTALLED INCLUDING, BUT NOT LIMITED TO: 1. WATER HEATER. 2. TANK PROTECTIVE VALVES. 3. EXPANSION TANK. 4. ALL HEATER AND TANK ACCESSORIES. 5. ALL SYSTEM WIRING DIAGRAMS. 6, TANK LINING. 7. CONDENSATE NEUTRALIZER KIT, 1.3 SPECIAL COORDINATION A. COORDINATE ALL WORK OF OTHER TRADES IN MECHANICAL ROOM. B. FURNISH DIVISION 26 "ELECTRIC" WITH DIMENSIONAL DRAWINGS SHOWING LOCATION OF ELECTRICAL CONNECTIONS, LOCATION OF EQUIPMENT MOUNTED ON WALLS, AND OF OTHER EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS, REMOVALS OR REPLACEMENTS. PART 2 - PRODUCTS 2.1 WATER HEATER - ELECTRIC, TANK TYPE (EWH-1, BATHROOMS) A. 19 GALLON, GLASS LINED 125 PSI STORAGE TANK WITH INDIVIDUALLY FUSED ELEMENTS PER NEC. TOTAL KW TO BE 5KW AT 208 VOLTS, SINGLE PHASE WITH RECOVERY OF 21 GPH AT 10OF RISE. THREE (3) YEAR COMMERCIAL WARRANTY. B. PROVIDE HIGH TEMPERATURE LIMIT, OPERATING TEMPERATURE CONTROL AND MAGNESIUM ANODE RODS, INSULATION TO MEET CURRENT ENERGY CODES. C. PROVIDE TEMPERATURE AND PRESSURE RELIEF VALVE, ASME STAMPED AND RATED FOR FULL HEATING CAPACITY. PIPE RELIEF TO DRAIN. D. PROVIDE LOW WATER CUT OFF. E. DESIGN EQUIPMENT: BRADFORD WHITE MODEL LE1201-3-3. F. ACCEPTABLE MANUFACTURERS: A.O. SMITH, STATE OR APPROVED EQUAL. 2.2 WATER HEATER - ELECTRIC, TANK TYPE (EWH-2, SWIM -UP BAR) A. 28 GALLON, GLASS LINED 125 PSI STORAGE TANK WITH INDIVIDUALLY FUSED ELEMENTS PER NEC. TOTAL KW TO BE 5KW AT 208 VOLTS, SINGLE PHASE WITH RECOVERY OF 21 GPH AT 10OF RISE. THREE (3) YEAR COMMERCIAL WARRANTY. B. PROVIDE HIGH TEMPERATURE LIMIT, OPERATING TEMPERATURE CONTROL AND MAGNESIUM ANODE RODS, INSULATION TO MEET CURRENT ENERGY CODES. C. PROVIDE TEMPERATURE AND PRESSURE RELIEF VALVE, ASME STAMPED AND RATED FOR FULL HEATING CAPACITY. PIPE RELIEF TO DRAIN. D. PROVIDE LOW WATER CUT OFF. E. DESIGN EQUIPMENT: BRADFORD WHITE MODEL LE230LN3-3. F. ACCEPTABLE MANUFACTURERS: A.O. SMITH, STATE OR APPROVED EQUAL. 2.3 WATER HEATER - ELECTRIC, INSTANTANEOUS TYPE (ETH-01, ETH-02 PUMP ROOMS - EMERGENCY SHOWERS) A. PROVIDE INSTANTANEOUS ELECTRIC WATER HEATER WITH POWDER COATED STEEL NEMA 4 UL RATED CABINET, DIGITAL MICROPROCESSING TEMPERATURE CONTROL, REPLACEABLE FILTER, NICKEL CHROME ELEMENT, MEETS ANSI/UL 499 FOR TEPID WATER TEMPERATURE UNITS. PROVIDE CONTROL FLOW RATE AT 23 GPM, TEMPERATURE ACCURACY OF +/-1 F AT STEADY STATE FLOW; 126 KW, 480 VOLTS, THREE PHASE POWER REQUIREMENTS. B. DESIGN EQUIPMENT: HAWS MODEL 9326 1. PROVIDE HAWS MODEL 932X WATER HAMMER ARRESTOR AND PIPING KIT FOR WATER HEATER. C. ACCEPTABLE MANUFACTURERS: CHRONOMITE, BRADFORD WHITE OR APPROVED EQUAL. 2.4 THERMAL EXPANSION TANK A. VERTICAL STEEL EXPANSION TANK CONSTRUCTED AND DESIGNED PER ASME CODE SECTION VIII, 150 PSI WORKING PRESSURE, STEEL OUTER SHELL, RIGID POLYPROPYLENE LINER, HEAVY DUTY BUTYL RUBBER DIAPHRAGM AND NON-FERROUS SYSTEM CONNECTION TAPPING, SUITABLE FOR POTABLE HOT WATER, FACTORY PRE -CHARGED AT 55 PSI. TANK WILL HAVE A 8 IN. DIAMETER AND A HEIGHT OF 14 IN. WITH A 2 GALLON TOTAL VOLUME AND 0.45 MAXIMUM ACCEPTANCE FACTORS. THE MANUFACTURER WILL BE SIMILAR TO MODEL ST-5C-DD BY AMTROL, WESSEL OR APPROVED EQUAL. B. DESIGN EQUIPMENT: AMTROL. C. ACCEPTABLE MANUFACTURERS: WATTS, WESSEL. 2.5 TANK PROTECTIVE VALVES A. PRESSURE RELIEF VALVES: 1. ASME STAMPED AND RATED. 2. OPEN AT 125 LBS. PRESSURE SIZED FOR FULL HEATING CAPACITY. 3. MAKE: BELL & GOSSETT, KUNKLE, WATTS OR APPROVED EQUAL. B. TEMPERATURE AND PRESSURE RELIEF VALVE: 1. ASME STAMPED AND RATED (FOR STEAM OR HOT WATER). 2. SIZE FOR FULL HEAT INPUT. 3. COMPLYING WITH FEDERAL SPEC. MIL-V-13612C. 4. VALVE SHALL BE SIZED AND SELECTED BY MANUFACTURER FOR TANK AND HEATER INSTALLED. 5. MAKE: CAMCO, CASH -ACME, WATTS, OR APPROVED EQUAL. PART 3 - EXECUTION 3.1 WATER HEATERS A. INSTALL EACH HEATER ON A 6 IN. HIGH CONCRETE PAD. B. PIPE PRESSURE AND TEMPERATURE RELIEF VALVE DRAIN TO DISCHARGE TO NEAREST FLOOR DRAIN. 13 14 15 C. PROVIDE ALL ELECTRIC WIRING AND EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S WIRING DIAGRAMS AND INSTRUCTIONS. MAKE ALL FINAL CONNECTIONS. D. PROVIDE ALL PIPING, VALVES AND FITTINGS IN ACCORDANCE WITH MANUFACTURER'S PIPING INSTRUCTIONS. MAKE ALL FINAL CONNECTIONS. E. PROVIDE EQUIPMENT IN ACCORDANCE WITH CONTRACT DRAWINGS AND ALL LOCAL CODES. F. PROVIDE GAS PRESSURE REGULATOR WHEN INLET GAS PRESSURE EXCEEDS 14 IN. W.C. G. PROVIDE START-UP SERVICES OF A FACTORY TRAINED TECHNICIAN TO INSPECT THE INSTALLATION BASED ON FACTORY RECOMMENDATIONS, ITEMS INCLUDE BUT ARE NOT LIMITED TO: 1. VERIFICATION OF PROPER PIPING ARRANGEMENT. 2. FUEL SUPPLY PIPING AND CONNECTION(S). 3. COMBUSTION EFFICIENCY. 4. VERIFICATION OF PROPER TEMPERATURE RISE ACROSS HEATER(S). 5. VERIFICATION OF PROPER VENTING WITH DRAFT READING. 6. OPERATING AND SAFETY CONTROLS. 7. PROPER OPERATION OF EQUIPMENT. 8. VERIFICATION OF PIPING ARRANGEMENT AND AQUASTAT LOCATION. 9. VERIFICATION OF PROPER GAS PRESSURE TO UNIT AND TO BURNERS. 10. RELIEF VALVE SETTINGS AND AGA BTU CAPACITIES. 11, ALL CONTROL SETTINGS. H. SUBMIT THREE (3) COPIES OF STARTUP REPORTS IN WRITING WITH ALL FACTORY CHECKOUT DATA SIGNED BY THE FACTORY AUTHORIZED SERVICE AGENT TO THE OWNER'S REPRESENTATIVE. 1. PLACE EQUIPMENT IN OPERATION. J. THE INSTALLATION OF WATER HEATERS SHALL BE BASED ON THE DETAILS SHOWN ON THE DRAWINGS AND SPECIFIED IN THIS SECTION. APPROVED WATER HEATERS PROVIDED OTHER THAN TYPE SHOWN OR SPECIFIED SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDED INSTALLATION INSTRUCTIONS AND PIPING DIAGRAMS. 3.2 INSTANTANEOUS WATER HEATERS A. INSTALL INSTANTANEOUS TYPE WATER HEATERS AS RECOMMENDED BY THE MANUFACTURER. PLACE AND SECURE ANCHORAGE DEVICES TO BUILDING STRUCTURE, MAINTAIN MANUFACTURER'S RECOMMENDED CLEARANCES. ARRANGE UNITS SO CONTROLS AND DEVICES THAT REQUIRE SERVICING ARE ACCESSIBLE. 3.3 STORAGE TANKS AND HEATERS A. INSTALL TANK ON A 6 IN. HIGH CONCRETE PAD. B. TEMPERATURE AND PRESSURE RELIEF VALVES: 1. EXTEND DRAIN PIPING TO TERMINATE AT 6 IN. ABOVE FLOOR OR FLOOR DRAIN. SUPPORT ALL DISCHARGE PIPING INDEPENDENT OF VALVES TO ELIMINATE STRAIN ON VALVE BODIES. 2. INSTALL ALL VALVES PER ANSI Z21.22. 3. THE TEMPERATURE SENSING ELEMENTS SHALL BE IMMERSED IN THE WATER WITHIN THE TOP 6 IN. OF THE TOP OF THE TANK. 4. INSTALL PRESSURE RELIEF VALVE IN THE COLD WATER LINE. C. UNUSED TANK OPENINGS: 1. PROVIDE SOLID BRASS OR BRONZE PLUGS IN ALL UNUSED TANK OPENINGS. END OF SECTION N - ]b Fr i i ARCHITECTS,P.C. ■ MD rr'� U U U MD �H7FMD �OMD 3 ■ D LA N H � p n (7:;� NN a 307 Washington Avenue L Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK WAVE POOL BUILDING K 512 MAIN STREET WEST YARMOUTH, MA 02673 J ENGINEERING Mechanical/Electrical Engineering Consultants Capital District I Rochester I Buffalo I Syracuse 433 STATE STREET, SUITE 410 w, 518.5332171 SCHENECTADY, NY 12305 W swig," ,,rgoc H DDA PROJECT #21-008 G O A4,1 u AN m MECMANICk ENGINEER NO. 54230 APo�FG/STV-R���� ASS/CINi Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 E D C Drawn MJC Project Manager BAB P.I.C. MKS SHEET TITLE SPECIFICATIONS B SHEET NUMBER P003 A 2 1 3 1 4 5 6 7 8 9 10 12 13 14 15 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. 2 3 4 5 6 7 8 9 10 12 13 14 15 N MI LI KI HI G a D G B PART 1 - GENERAL .1 WORK INCLUDED A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM OPERATIONS REQUIRED FOR THE COMPLETE INSTALLATION AND RELATED WORK AS REQUIRED IN CONTRACT DOCUMENTS. .2 SUBMITTALS A. SUBMIT MANUFACTURER'S DATA IN ACCORDANCE WITH BASIC MECHANICAL/ELECTRICAL REQUIREMENTS. OBTAIN APPROVAL PRIOR TO ORDERING MATERIAL. B. PROVIDE SUBMITTALS FOR ALL ITEMS SPECIFIED UNDER PART 2 - PRODUCTS OF THIS SECTION. .3 DESCRIPTION OF FIXTURES A. FIXTURES AND TRIM SHALL BE OF THOSE MANUFACTURERS LISTED, UNLESS OTHERWISE INDICATED. FIXTURES FOR THIS PROJECT SHALL BE OF SAME MANUFACTURER. 1. FIXTURES: AMERICAN STANDARD, KOHLER, MANSFIELD, SLOAN, TOTO, WATTS OR ZURN. 2. FAUCETS: CHICAGO FAUCETS, DELTA, MOEN, SYMMONS, T&S BRASS OR ZURN. ALL FAUCETS SHALL BE LEAD-FREE IN ACCORDANCE WITH NSF 61 AND NSF 372. 3. FLUSHOMETERS: SLOAN "REGAL XL" OR ZURN. 4. CLOSET SEATS: BEMIS, BENEKE, CHURCH OR OLSONITE. 5. FIXTURE CARRIERS: JAY R. SMITH, WATTS, WADE, JOSAM OR ZURN. 6. SINKS: ELKAY, JUST OR KOHLER. 7. WATER COOLERS: ELKAY, HALSEY TAYLOR OR HAWS. 8. SUPPLIES, STOPS AND TRAPS: BRASSCRAFT, EBC, MCGUIRE OR SANITARY DASH. B. EXPOSED PARTS OF TRIM SHALL HAVE POLISHED CHROME PLATED FINISH. C. TUBULAR DRAINAGE PRODUCTS ("P" TRAPS, NIPPLES, ETC.) SHALL BE 17 GAUGE BRASS. .4 QUALITY ASSURANCE A. COMPLY WITH REQUIREMENTS OF THE PLUMBING FIXTURE LAW OF THE MASS. STATE DEPARTMENT OF ENVIRONMENTAL PROTECTION. B. COMPLY WITH THE AMERICAN DISABILITIES ACT GUIDELINES AND ANSI A117.1 "ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES". C. ALL ITEMS HERE -IN USED TO CONVEY WATER FOR POTABLE USE SHALL BE LEAD FREE IN ACCORDANCE WITH NSF STANDARD 61, SECTION 9 STANDARD FOR DRINKING WATER AND LAVATORY FAUCETS AND NSF STANDARD 372 - MAXIMUM LEAD REQUIREMENTS. COMPLIANCE SHALL BE VIA THIRD -PARTY TESTING AND CERTIFICATION. D. ALL FIXTURE TRIM USED TO CONVEY WATER FOR POTABLE USE SHALL BE LEAD FREE. PART 2-PRODUCTS 2.1 WATER CLOSETS A. WC -A: 1. AMERICAN STANDARD #2257.101 AFWALL, WALL HUNG, VITREOUS CHINA, SIPHON JET, ELONGATED BOWL, 1.28 GPF, FULLY GLAZED 2 IN. BALL PASS TRAPWAY, WITH 1-1/2 IN. TOP SPUD, FITTED WITH FOLLOWING: a. FV-B FLUSH VALVE AS SPECIFIED HEREIN. b. CHURCH #9500SSC, EXTRA HEAVY WEIGHT, WHITE ELONGATED SOLID PLASTIC, OPEN FRONT CLOSET SEAT WITH COMBINATION SELF-SUSTAINING CHECK HINGES, LESS COVER. C. JAY R. SMITH SERIES 200 CLOSET FITTINGS AND CARRIER. B. WC-B (HDCP): 1. AMERICAN STANDARD #2257.101 AFWALL, WALL HUNG, VITREOUS CHINA, SIPHON JET, ELONGATED BOWL, 1.28 GPF, FULLY GLAZED 2 IN. BALL PASS TRAPWAY, WITH 1-1/2 IN. TOP SPUD, FITTED WITH FOLLOWING: a. FV-B FLUSH VALVE AS SPECIFIED HEREIN. b. CHURCH #9500SSC, EXTRA HEAVY WEIGHT, WHITE ELONGATED SOLID PLASTIC, OPEN FRONT CLOSET SEAT WITH COMBINATION SELF-SUSTAINING CHECK HINGES, LESS COVER. C. JAY R. SMITH SERIES 200 CLOSET FITTINGS AND CARRIER. d. MOUNT AT ADA REQUIRED HEIGHT AND LOCATION OR AS SHOWN ON ARCHITECTURAL DRAWINGS. 2.2 URINALS A. UR-A: 1. AMERICAN STANDARD #6590.501, WASHBROOK 0.5 GPF, WALL HUNG, VITREOUS CHINA, WASHOUT URINAL WITH EXTENDED SHIELDS, STAINLESS STEEL STRAINER, OUTLET CONNECTION THREADED 2 IN. FEMALE, 314 IN. TOP SPUD, FITTED WITH FOLLOWING: a. FV- G FLUSH VALVE AS SPECIFIED HEREIN. b. JAY R. SMITH SERIES 637 CARRIER WITH RECTANGULAR UPRIGHTS, BEARING AND BASE PLATES. B. UR-B (HDCP): 1. AMERICAN STANDARD #65901.501, WASHBROOK 0.5 GPF, WALL HUNG, VITREOUS CHINA, WASHOUT URINAL WITH EXTENDED SHIELDS, STAINLESS STEEL STRAINER, OUTLET CONNECTION THREADED 2 IN. FEMALE, 3/4 IN. TOP SPUD, FITTED WITH FOLLOWING: a. FV- G FLUSH VALVE AS SPECIFIED HEREIN. b. JAY R. SMITH SERIES 637 CARRIER WITH RECTANGULAR UPRIGHTS, BEARING AND BASE PLATES. C. MOUNT AT ADA REQUIRED HEIGHT AND LOCATION OR AS SHOWN ON ARCHITECTURAL DRAWINGS. AI 3 FLUSH VALVES A. FV-B: SLOAN #ECOS8111-1.28/1.1 GPF, SENSOR OPERATED, BATTERY POWERED, CLOSET FLUSHOMETER, FOR LEFT OR RIGHT HAND SUPPLIES, EXPOSED DIAPHRAGM TYPE, 1 IN. SCREWDRIVER ANGLE STOP WITH VANDAL RESISTANT METAL CAP AND REPLACEABLE SENSOR WINDOW, BUMPER ON STOP, VACUUM BREAKER, ADJUSTABLE TAILPIECE, SWEAT SOLDER ADAPTOR KIT, CAST WALL FLANGE WITH SET SCREW, OVERRIDE BUTTON, ADJUSTABLE SENSOR ON CENTERLINE OF FIXTURE, SENTINEL FLUSH EVERY 24 HOURS AFTER LAST FLUSH, LOW BATTERY FLASHING LED AND POWERED BY (4) SIZE AA BATTERIES, 3 YEAR BATTERY LIFE @ 4,000 FLUSHES PER MONTH. B. FV-G: SLOAN #8186-0.5 GPF, SENSOR OPERATED, BATTERY POWERED, URINAL FLUSHOMETER, FOR LEFT OR RIGHT HAND SUPPLIES, EXPOSED DIAPHRAGM TYPE, 3/4 IN. SCREWDRIVER ANGLE STOP WITH VANDAL RESISTANT METAL CAP AND REPLACEABLE SENSOR WINDOW, VACUUM BREAKER, ADJUSTABLE TAILPIECE, SWEAT -SOLDER ADAPTOR KIT, CAST WALL FLANGE WITH SET SCREW, OVERRIDE BUTTON WITH ADJUSTABLE SENSOR ON CENTERLINE OF FIXTURE, SENTINEL FLUSH EVERY 24 HOURS AFTER LAST FLUSH, LOW BATTERY FLASHING LED AND POWERED BY FOUR (4) SIZE AA BATTERIES, THREE (3) YEAR BATTERY LIFE @ 4,000 FLUSHES PER MONTH.] 4 LAVATORIES A. LAV-A: 1. LAVATORY IS INTEGRAL WITH SOLID SURFACE COUNTERTOP, PROVIDE FAUCET AND TRIM ONLY PER THE FOLLOWING: a. F-C FAUCET AS SPECIFIED HEREIN. b. MCGUIRE #155WC OFFSET CHROME PLATED P.O. PLUG WITH OPEN GRID STRAINER AND 1-1/4 IN., 17 GAUGE OFFSET TAILPIECE. C. MCGUIRE #8902 CHROME PLATED, 17 GAUGE, 1-1/4 IN. X 1-1/2 IN. "P" TRAP WITH CLEANOUT PLUG AND CAST BRASS ESCUTCHEON WITH SET SCREW. d. MCGUIRE # LF165LKF, LEAD-FREE, 3/8 IN. CHROME PLATED WALL SUPPLIES WITH LOOSE KEY ANGLE STOPS, 12 IN. LONG FLEXIBLE RISERS, CAST BRASS ESCUTCHEON WITH SET SCREWS. e. JAY R. SMITH SERIES 700 CONCEALED ARM FLOOR MOUNTED CARRIER WITH RECTANGULAR UPRIGHTS. f. COVER EXPOSED WASTE, STOPS AND SUPPLY PIPING WITH ADA CONFORMING PIPE COVERS, TRUEBRO, INC. "LAV- GUARD". 9. MOUNT AT ADA REQUIRED HEIGHT AND LOCATION OR AS SHOWN ON ARCHITECTURAL DRAWINGS, 2.5 FAUCETS A. F-C: 1. CHICAGO FAUCETS HYTRONIC #116.221.AB.1 DUAL SUPPLY WITH USER ADJUSTABLE TEMPERATURE MIXING VALVE AND INTEGRAL CHECKS, CP SOLID CAST BRASS ELECTRONIC SENSOR FAUCET, BATTERY OPERATED, DECK MOUNTED, 4 IN. CENTERS, LEAD-FREE, COVER PLATE, VANDALPROOF NON -AERATING SPRAY OUTLET, STAINLESS STEEL BRAIDED HOSE SUPPLY, ADA COMPLIANT AND FITTED WITH THE FOLLOWING: a. 0.50 GPM AERATOR. b. CHICAGO #131-ABNF, LEAD-FREE, THERMOSTATIC MIXING VALVE, 3/8 IN. CONNECTIONS. C. 6 VOLT LITHIUM CRP2 BATTERY. d. ADA COMPLIANT, CHROME PLATED. 2.6 MOP BASINS A. MSB: 1. FIAT MODEL MSB; MOLDED STONE, 24 IN. X 24 IN. X 10 IN. DEEP, STAINLESS STEEL FLAT STRAINER, 21N. OUTLET WITH THE FOLLOWING: a. T&S BRASS #B-0665-BSTP, LEAD-FREE, EXPOSED WALL MOUNTED FAUCET WITH INTEGRAL STOPS, ROUGH CHROME FINISH, LEVER HANDLES, TOP BRACE SPOUT WITH BUCKET HOOK, HOSE END AND VACUUM BREAKER. b. FIAT # 832AA HOSE AND HOSE BRACKET. C. FIAT #889CC MOP HANGER. d. FIAT # E77AA VINYL BUMPER GUARD ON EXPOSED SIDES. e. PROVIDE SILICONE SEALANT BETWEEN WALL, FLOOR AND MOP BASIN. 2.7 DRINKING FOUNTAIN A. DF-A: 1. ELKAY #EHWM217RAC HEAVY DUTY BI-LEVEL REVERSE FOUNTAIN, NON -FILTERED, NON -REFRIGERATED STAINLESS STEEL. FEATURES SHALL INCLUDE HEAVY DUTY VANDAL RESISTANT BUBBLER. MECHANICAL FRONT BUBBLER BUTTON ACTIVATION, PRODUCT SHALL BE WALL MOUNT (ON WALL), FOR INDOOR + OUTDOOR APPLICATIONS, SERVING 2 STATION(S). UNIT SHALL BE LEAD-FREE DESIGN WHICH IS CERTIFIED TO NSF/ANSI 61 & 372 (LEAD FREE) AND MEETS FEDERAL AND STATE LOW -LEAD REQUIREMENTS., WITH OPTIONAL #LKAPR2 APRON, FITTED WITH THE FOLLOWING: a. MCGUIRE #LF165LKE, LEAD-FREE, 3/8 IN. LAVATORY WALL SUPPLY WITH LOOSE KEY ANGLE STOP, 3/8 IN. FLEXIBLE TUBE RISER, CAST BRASS ESCUTCHEON WITH SET SCREW. b. MCGUIRE #8902, 1-1/4 IN. X 1-1/2 IN. SEMI -CAST BRASS "P" TRAP WITH CLEANOUT AND CAST BRASS ESCUTCHEON WITH SETSCREW. C. JAY R. SMITH FLOOR MOUNTED CARRIER WITH RECTANGULAR UPRIGHTS. d. ACCEPTABLE MANUFACTURERS: ELKAY, HALSEY TAYLOR. 2.8 EMERGENCY SHOWER AND EYE/FACE WASH (FREE-STANDING) A. EQUAL TO HAWS #8336 CORROSION RESISTANT FREE-STANDING EMERGENCY SHOWER COMPLETE WITH 2OGPM DELUGE SHOWER HEAD, 316 STAINLESS STEEL BALL VALVE WITH RIGID PULL ROD AND RING, STANCHION FLOOR FLANGE, INTERCONNECTING FITTINGS, AERATED EYE/FACE WASH, 316 STAINLESS STEEL BALL VALVE PUSH ACTIVATED BY HAND WITH ABS PLASTIC BOWL. 1. PROVIDE OPTIONAL THERMOSTATIC MIXING VALVE #9201E PROVIDING A 31GPM FLOW RATE. 2. PROVIDE OPTIONAL ANSI SHOWER AND EYEWASH TESTING KIT # 9011 ANSI COMPLIANCE TEST KIT. PART 3 - EXECUTION 3.1 FIXTURES, EQUIPMENT AND SYSTEMS A. INSTALL FIXTURES, EQUIPMENT AND SYSTEMS AS SHOWN ON DRAWINGS OR SPECIFIED HEREIN IN ACCORDANCE WITH PROVISIONS OF EACH APPLICABLE SPECIFICATION SECTION AND ALL LOCAL AND STATE CODES HAVING JURISDICTION, 3.2 INSTALLATION OF PLUMBING FIXTURES A. INSTALL PLUMBING FIXTURES LEVEL AND PLUMB, IN ACCORDANCE WITH FIXTURE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. B. CAREFULLY DRILL HOLES FOR THROUGH BOLTS TO AVOID CHIPPING BLOCKS OR PLASTER. C. EXCEPT WHERE CARRIERS ARE SPECIFIED, ATTACH HANGERS OR BRACKETS TO WALLS AS FOLLOWS: 1. MASONRY CONSTRUCTION: SECURE FIXTURE HANGERS TO PARTITION BY THRU-BOLTS EXTENDING THROUGH A STEEL PLATE ON OPPOSITE SIDE OF PARTITION. OBTAIN OWNER'S REPRESENTATIVE'S APPROVAL PRIOR TO WORK. 2. METAL STUD CONSTRUCTION: ANCHOR BACKING FOR FIXTURES OR EQUIPMENT TO 1/8 IN. X 12 IN. STEEL PLATE BOLTED OR RIVETED TO AT LEAST THREE STUDS. OBTAIN OWNER'S REPRESENTATIVE'S APPROVAL PRIOR TO WORK. D. ANCHOR CARRIERS TO CONCRETE FLOOR WITH 1/2 IN. X 3 IN. ANCHOR OR THRU-BOLTS AND WASHERS. PROVIDE FOR DRILLING OF FLOOR AND INSTALLATION OF EXPANSION SHIELDS. QUANTITY OF ANCHORS: 1. WATER CLOSETS - FOUR (4). 2. LAVATORIES - EIGHT (8). 3. URINALS - EIGHT (8). E. SEAL FIXTURES IN CONTACT WITH WALLS, FLOORS AND COUNTERS USING A SANITARY -TYPE, ONE -PART, MILDEW -RESISTANT, SILICONE CAULK. MATCH COLOR TO FIXTURE COLOR. F. SET SELF -RIMMING LAVATORIES AND SINKS IN ABED OF SILICONE CAULK. G. INSTALL FLOOR -MOUNTED, FLOOR -OUTLET WATER CLOSETS WITH CLOSET FLANGES AND GASKET SEALS. H. INSTALL WALL -HANGING, BACK -OUTLET WATER CLOSETS WITH SUPPORT MANUFACTURER'S TILING FRAME OR SETTING GAGE. I. INSTALL WALL -HANGING, BACK -OUTLET URINALS WITH GASKET SEALS. J. FASTEN WALL -HANGING PLUMBING FIXTURES SECURELY TO SUPPORTS ATTACHED TO BUILDING SUBSTRATE WHEN SUPPORTS ARE SPECIFIED AND TO BUILDING WALL CONSTRUCTION WHERE NO SUPPORT IS INDICATED. K. FASTEN COUNTER -MOUNTING -TYPE PLUMBING FIXTURES TO CASEWORK. L. METERING FAUCETS SHALL BE ADJUSTED FOR MINIMUM TEN (10) SECOND RUN TIME, BUT NOT MORE THAN 0.25 GALLONS PER CYCLE. M. IMMEDIATELY AFTER INSTALLATION, PROVIDE PROTECTIVE COVERING OVER FIXTURES AND TRIM. 3.3 MOUNTING HEIGHT AND LOCATION A. MOUNT FIXTURES AT HEIGHT AND LOCATION AS INDICATED ON ARCHITECTURAL PLANS AND ELEVATIONS. B. MOUNT ACCESSIBLE FIXTURES IN CONFORMANCE WITH THE REQUIREMENTS OF ANSI A117.1. 3.4 CONNECTIONS A. INSTALL PIPING CONNECTIONS BETWEEN PLUMBING FIXTURES AND PIPING SYSTEMS AND PLUMBING EQUIPMENT SPECIFIED IN OTHER SECTIONS OF DIVISION 22, 3.5 ADJUSTING AND CLEANING A. OPERATE AND ADJUST FAUCETS AND CONTROLS. REPLACE DAMAGED AND MALFUNCTIONING FIXTURES, FITTINGS AND CONTROLS. B. ADJUST WATER PRESSURE AT ELECTRIC WATER COOLERS, FAUCETS AND FLUSH VALVES TO PROVIDE PROPER FLOW AND STREAM. C. REPLACE WASHERS OF LEAKING AND DRIPPING FAUCETS AND STOPS. D. CLEAN FIXTURES, FITTINGS, SPOUT AND DRAIN STRAINERS WITH MANUFACTURERS' RECOMMENDED CLEANING METHODS AND MATERIALS. E. TEST FIXTURES TO DEMONSTRATE PROPER OPERATION UPON COMPLETION OF INSTALLATION AND AFTER UNITS ARE WATER PRESSURIZED. REPLACE MALFUNCTIONING FIXTURES AND COMPONENTS AND RETEST. REPEAT PROCEDURE UNTIL ALL UNITS OPERATE PROPERLY. END OF SECTION N ARCHITECTS,P.C. b%n6HffFC7UflFa E 0 M n� ©FD-) Q�11 ■ PLAN IM H 307 Washington Avenue L Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK WAVE POOL BUILDING K 512 MAIN STREET WEST YARMOUTH, MA 02673 J ENGINEER'rNG Mechanical/Electrical Engineering Consultants Capital District I Rochester I Buffalo I Syracuse 433 STATE STREET, SUITE 410 518,533.2171 SCHENECTADY, NY 12305 ww ro-giossorg.- H DDA PROJECT #21-008 G OF A I A N V NEER C' 230 or�G�FGISTS'?- G F/ONAL Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 E D G Drawn Project Manager P.I.C. MJC BAB MKS SHEET TITLE B SPECIFICATIONS SHEET NUMBER P004 Q 13 14 15 I © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. 2 1 3 1 4 5 6 7 8 9 10 12 N MI L K i H G F E G 111 A 2 4 5 6 7 8 1 9 10 11 12 13 1 14 15 P101 DRAWING NOTES 1 6" SANITARY TO SITE, SEE SITE PLAN FOR CONTINUATION. 2 6" P-TRAP FOR SUMP PUMPS. TRANSITION TO 12" ABOVE GRADE AND PROVIDE 3 FOOT TALL STANDPIPE. 3 6" INDIRECT WASTE TO SUMP PUMP. 4 6" WASTE FROM FILTER INTO SUMP PIT, 5 2" PUMPED DISCHARGE TO 12" STANDPIPE. 6 2" VENT TO ROOF, TRANSITION TO 4" THROUGH ROOF. 7 4" P-TRAP UP TO FLOOR DRAIN, 2" VENT UP. 8 4" ELBOW UP TO FLOOR CLEANOUT, 9 2" WATER FROM SITE, SEE SITE PLAN FOR CONTINUATION. 5 FOOT BURY DEPTH. 10 2" CW RISE UP, PROVIDE DRAIN DOWN VALVE AT BASE OF RISER. 11 2" REDUCED PRESSURE ZONE BACKFLOW PREVENTER. 12 2" CW DROP DOWN TO PIT, SEE PIT PLAN FOR CONTINUATION. 13 3" PUMPED DISCHARGE UP, SEE FIRST FLOOR PLUMBING PLAN FOR CONTINUATION. 14 4" ELBOW UP TO FLOOR DRAIN. 15 4" WASTE BELOW SLAB TO SUMP PUMP. 16 2" AUTOFILL LINE FOR WAVE POOL. SEE DETAIL A6/P501. 1 1st Floor- PLUMBING 1/4" = 1'-01, 1 2 3 o DPCo FD-A (&--C— — 4" SAN— 4" SAN a—e FD-A 6 L_ ,2rr V— r -• N O X l z w 0 \ �( \ I. � v 3 x 'v ESS O �1 I r-�, 4 I -71 I(��' SP402C �' q 76" I ' k'� I C a � 3r, , 1; O5 EAn � � 2 4 Z U) 5 6 7 8 LINE OF ROOF ABOVE I I --------------------- --------------------------- - 2 PIT EQUIPMENT - PLUMBING 1 /4" = 1'-011 9 10 11 12 13 14 15 ARCH ITECTS,P.C. A H C LI LJ �U F U �E H7ERD � ORD PDRANIMEN 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK WAVE POOL BUILDING 512 MAIN STREET WEST YARMOUTH, MA 02673 ENG;NEEP;NG Mechanical/Electrical Engineering Consultants Capital District I Rochester I Buffalo I Syracuse 433 STATE STREET, SUITE 410 —a-9 518.533,2171 SCHENECTADY, NY 12305 www.meengineering.com IN IM IL I I I DDA PROJECT #21-008 G E Stamp ' , T ` , SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01 /22 E Drawn Project Manager P.I.C. MJC BAB MKS SHEET TITLE PLUMBING PLAN SHEET NUMBER Pi 01 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. -91 G i A 2 3 4 5 7 8 N 10 12 13 14 15 N TYPE 'B' SHOCK — ABSORBER HEAT TRAP PER MIXING VLV MFR,� LOOP HW UP AND DROP DOWN TO VALVE SHOWER HEAD WITH STAY OPEN VALVE M EYE-FACEWASH L WITH BOWL 11/4" WASTE CONNECTION. TERMINATE PIPING AT 1" ABOVE FLOOR/FLOOR DRAIN LAG TO FLOOR K J B H1 EME NOT TO SCALE G F I HW CW ELECTRIC TANKLESS WATER HEATER (ETH-X) TEMPERED HOT WATER OUTLET COLD WATER INLET BALL VALVE HAWS 9201E MIXING VALVE, ASSE 1071 UNION CONNECTIONS UNION GENERAL NOTES: A. FLUSH THE HOT AND COLD WATER PIPING BEFORE INSTALLING THE MIXING VALVE B. SET MIXING VALVE OUTLET TEMPERATURE TO 85AF R. SHOWER SYSTEM DETAIL FINISHED GRADE REFER TO DRAWINGS FOR PIPE COVER REQUIREMENTS AND D INVERT ELEVATIONS GROUT ANNULAR SPACE EXTERIOR G B A Al PIPE T NOT TO SCALE -7---1 n o D o D o D _---PIPE SLEEVE WITH WATER STOP COLLAR D D SEALING ELEMENT —SERVICE PIPE ------------------- a ­�jw ° a ° INTERIOR .a D D D ° ° FINISHED FLOOR (IF APPLICABLE) HRU NEW EXTERIOR WA 2 3 LL DETAIL 4 1— TO POOL AUTOFILL It AA VCI I 2" RPZ BACKFLOW PREVENTER MAIN PLAN ALARM CORD ° ° D POWER CORD ° DISCHARGE PIPE i ° BASIN COVER CONTROL/ALARM PANEL POWER BY cQ 3 DIVISION 26 3/4" DRAIN VALVE COVER SHALL BE '01z FLUSH WITH FINISHED ° FLOOR o POWER CORD FINISHEX" D DISCHARGE PIPE WITH X" AIR GAP FLOOR UNION, SILENT CHECK VALVE AND SHUTOFF VALVE OX" FUNNEL DRAIN Q FINISHED FLOOR PNEAREST X" PUMP DISCHARGE INDIRECT WASTE. RUN TO FLOOR DRAIN WITH SUBMERSIBLE 1" MINIMUM AIR GAP. INLET INVERT SUMP PUMP DETAIL NOTES: HIGH WATER ALARM X X A. BACKFLOW PREVENTER SHALL BE LOCATED UPSTREAM OF ALL 0 PUMP ON CONNECTIONS TO POOL EQUIPMENT. 2 Z XX GALLON X„ B. PROVIDE PROPER SUPPORTS FOR BACKFLOW PREVENTER AND SUMP BASIN PIPING. PUMP OFF ANTI -FLOTATION X„ FLANGE C. PROVIDE 8" CLEARANCE BEHIND BACKFLOW PREVENTER, 1' ABOVE AND 2'-6" CLEARANCE IN FRONT OF DEVICE. o o °o° °°o°o o ° °° ° °° ° ° ° ° �° °° °0 8 ° 6" DEEP GRAVEL D. THE INSTALLATION OF A FIXED AIR GAP FITTING IS NOT ACCEPTABLE LEVELING COURSE FOR USE ON DRAIN LINE. PROVIDE FUNNEL DRAIN AS INDICATED. SECTION E. PAINT SUPPORTS WITH ONE (1) PRIMER AND TWO (2) FINISH COATS OF COLOR AS SPECIFIED. DETAIL NOTE: A. REFER TO FLOOR PLAN(S) FOR PIPE SIZES AND INVERT(S). B. ALL WIRING OUTSIDE BASIN SHALL BE WITHIN CONDUIT. H6 MAKE-UP WATER BACKFLOW PREVENTER DETAIL H11 SIMPLEX SUMP PUMP DETAIL SUBMERSIBLE NOT TO SCALE NOT TO SCALE 2" POTABLE WATER SUPPLY BY PLUMBING CONTRACTOR ROUTE IN CONDUIT TO _ CONTROLLER SLOW CLOSING SOLENOID VALVE POOL RECIRCULAT IN EQUIPMENT RO( 4NUALBYPASS kLVE (N.C.) BY PLUMBING CONTRACTOR BY POOL CONTRACTOR A6 AUTOFILL DIAGRAM NONE 5 6 1 7 8 9 10 11 12 13 14 N ADCHffECUUFD1E M 307 Washington Avenue L Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK WAVE POOL BUILDING K 512 MAIN STREET WEST YARMOUTH, MA 02673 FA J ENGINEEPiNG Mechanical/Electrical Engineering Consultants Capital District I Rochester I Buffalo I Syracuse 433 STATE STRT,, SUITE 410 mia 11z 518 533.2171 SCHENECTADY,, NY 12305 w meengineering.com I DDA PROJECT #21-008 G F Stamp ' ' SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 E 91 G Drawn Project Manager P.I.C. MJC BAB MKS SHEET TITLE B PLUMBING DETAILS NORTH SHEET NUMBER A P501 15 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. 1 2 3 i 4 5 6 ? 1 8 9 j 1 ( 11 1 12 E 13 1 14 15 NI L K J a v E D C GENERAL NOTES (APPLY TO ALL DRAWINGS): A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM ALL OPERATIONS REQUIRED FOR THE COMPLETE INSTALLATION AND RELATED WORK AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. ELECTRIC EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. B. PROVIDE ALL ELECTRICAL EQUIPMENT CONNECTIONS. C. PROVIDE ALL REQUIRED SUPPORTS AND ACCESSORIES. D. PROVIDE ALL WORK IN COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE (NEC) AND THE LATEST EDITION OF THE: 1. BUILDING CODE OF MASSACHUSETTS 2. ENERGY CONSERVATION CONSTRUCTION CODE OF MASSACHUSETTS 3. OSHA REQUIREMENTS 4. LOCAL MUNICIPAL ORDINANCES AND CODES 5. AUTHORITY HAVING JURISDICTION (AHJ) 6. SERVING UTILITY COMPANIES E. PROVIDE ELECTRICAL INSPECTION CERTIFICATE FROM INSPECTION AGENCY RECOGNIZED AS ACCEPTABLE FROM THE AHJ. F. ALL RECEPTACLES INDICATED AS GFI TYPE MUST BE A GFI RECEPTACLE. CONNECTING NORMAL RECEPTACLES DOWNSTREAM OF ONE GFI RECEPTACLE IS NOT ACCEPTABLE PROVIDE TEMPORARY ELECTRICAL SERVICE IN SIZES TO ACCOMMODATE CONSTRUCTION WHERE REQUIRED. G. REPAIR OR REPLACE ALL DEFECTS IN MATERIAL OR WORKMANSHIP WITHIN ONE YEAR OF CONSTRUCTION CLOSE OUT DATE AT NO ADDTIONAL COST TO THE OWNER. H. PERFORM ALL OPERATIONS REQUIRED FOR A COMPLETE SYSTEM TEST. PRIOR TO CLOSE OUT DATE SUBMIT ALL SATISFACTORY SYSTEM TEST RESULTS FOR RECORD. J. SUBMITTALS: 1. ALL ITEMS OF EQUIPMENT AND MATERIALS PROVIDED SHALL BE SUBMITTED FOR ENGINEERING REVIEW. 2. SUBMIT A MINIMUM OF THREE COPIES OF SHOP DRAWINGS/PRODUCT DATA INFORMATION. K. CONTRACTOR IS HERE BY CAUTIONED THAT ELECTRIC POWER CHARACTERISTICS (VOLTAGE, PHASE, HORSEPOWER, AMPERAGE, ETC.) OF EQUIPMENT IS BASED ON AVAILABLE INFORMATION AT THE TIME OF PROJECT DESIGN. CONTRACTOR MUST VERIFY CHARACTERISTICS FOR EACH PIECE OF NEW EQUIPMENT PRIOR TO ORDERING ELECTRICAL EQUIPMENT. INDICATE VERIFICATION ON SUBMITTALS. L. LOCATIONS INDICATED FOR LIGHTING FIXTURES ARE APPROXIMATE. LOCATE FIXTURES AS REQUIRED TO AVOID INTERFERENCE WITH BUILDING STEEL, PIPING, DUCTWORK, CONDUIT, DIFFUSERS, GRILLES, SPEAKERS, SMOKE DETECTORS, ETC. FIELD COORDINATE EXACT LOCATIONS AS NEAR AS POSSIBLE TO THE LOCATION INDICATED. VERIFY COMPLIANCE WITH NEC ARTICLE 410.16 FOR INSTALLATION OF LIGHT FIXTURES IN CLOTHES CLOSETS, PRIOR TO ROUGH -IN. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS. M. EXACT LOCATIONS OF CEILING MOUNTED SMOKE DETECTORS, EXIT SIGNS, ETC. SHALL BE COORDINATED WITH OTHER CEILING MOUNTED EQUIPMENT TO AVOID CONFLICT. LOCATE DEVICES AS NEAR AS POSSIBLE TO THE LOCATION INDICATED. FIRE ALARM SMOKE AND HEAT DETECTORS SHALL BE LOCATED T-0 MINIMUM FROM HVAC DIFFUSERS, REGISTERS, GRILLES, ETC. SMOKE DETECTORS AT SMOKE DOORS MUST BE INSTALLED WITHIN 5'-0 OF THE DOORS (REFER TO NFPA 72). N. ALL NEW CIRCUITING SHALL BE CONCEALED (EXCEPT IN UNFINISHED SPACES). PROVIDE ALL CUTTING AND PATCHING AS REQUIRED. 0. CONTRACTOR SHALL REVIEW ALL TRADES' CONTRACT DOCUMENTS TO DETERMINE SPECIFIC MOUNTING LOCATIONS FOR ELECTRICAL EQUIPMENT. COORDINATE EXACT MOUNTING LOCATIONS WITH THE ARCHITECT AND OTHER CONTRACTORS. REFER TO ARCHITECTURAL PLANS FOR CASEWORK LAYOUT, ELEVATIONS, ETC. COORDINATE WITH LOCATIONS OF ELECTRICAL DEVICES AND OUTLETS P. EXACT LOCATION OF MECHANICAL AND PLUMBING EQUIPMENT THAT REQUIRE ELECTRICAL CONNECTIONS ARE SHOWN ON THE MECHANICAL AND PLUMBING DRAWINGS. Q. PROVIDE CONDUIT/WIRING (CIRCUITING) AND REQUIRED CONNECTIONS TO ALL DEVICES/ EQUIPMENT. CONNECT TO CIRCUIT(S) AS INDICATED. R. COORDINATE ALL WORK WITH OTHER TRADES; REFER TO ARCHITECTURAL DRAWINGS FOR COORDINATING LOCATIONS. S. RE -INSTALL REMOVED SYSTEM DEVICES REMOVED AS A RESULT IN WALL, PARTITION OR CEILING REPLACEMENT WORK. PROVIDE POWER AND COMMUNICATION WALL AND PARTITION MOUNTED DEVICES AND RECONNECT TO EXISTING SYSTEMS. CLEAN EXISTING CEILING MOUNTED DEVICES. EXTEND EXISTING SYSTEM CIRCUITS AS REQUIRED FOR REINSTALLATION. COORDINATE WITH EXISTING SYSTEM MANUFACTURER. T. SLEEVE AND SEAL ALL WALL AND FLOOR PENETRATIONS. PROVIDE APPROPRIATE FIRE STOPPING FOR ALL PENETRATIONS. U. SHARED NEUTRAL SHALL NOT BE ALLOWED ON ANY BRANCH CIRCUITS. MAINTAIN SERVICE CLEARANCES OF ALL EQUIPMENT. ADVISE OTHER TRADES OF SERVICE CLEARANCES AND ENSURE NO SERVICES OR TRADES RUN THROUGH SERVICE AREA. V. ALL WIRING INDICATED ON PLANS IS TO BE COPPER WIRING UNLESS OTHERWISE NOTED. W. REFER TO ONE -LINE DIAGRAM. RATINGS TO MATCH THE RATING OF THE WALL/CEILING. UTILIZE FIRE RATED PUDDY PADS IN THESE LOCATIONS. X. THE CONTRACTOR MUST FOLLOW FEDERAL AND STATE ELECTRICAL SAFETY PRACTICE INCLUDING LOCK OUT TAG OUT (LOTO). THE CONTRACTOR MUST AFFIX THEIR COMPANY'S INDIVIDUAL LOTO LOCKS AND TAGS TO CONTROL Y. HAZARDOUS ENERGIES AND TO PREVENT INJURIES. Z. PROVIDE TEMPORARY ELECTRICAL SERVICE IN SIZES TO ACCOMODATE CONSTRUCTION WHERE REQUIRED. ABBREVIATIONS ABBREV. DESCRIPTION A AMPERE AC MOUNTED ABOVE COUNTER HEIGHT AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AIC AMPERE INTERUPTING CURRENT AL ALUMINUM ASD ADJUSTABLE SPEED DRIVE AWG AMERICAN WIRE GAUGE C CONDUIT CU COPPER EC ELECTRICAL CONTRACTORrrRADE FACP FIRE ALARM CONTROL PANEL G GROUND GC GENERAL CONTRACTOR/TRADE GFCl/GFI GROUND FAULT CIRCUIT INTERRUPTER HP HORSE POWER HVAC HEATING, VENTILATION & AIR CONDITIONING CONTRACTOR/TRADE JB JUNCTION BOX KV KILOVOLT KVA KILOVOLT AMPERES KW KILOWATT LED LIGHT EMITTING DIODE MCB MAIN CIRCUIT BREAKER MLO MAIN LUG ONLY NA NOT APPLICABLE NEC NATIONAL ELECTRIC CODE NIC NOT IN CONTRACT NTS NOT TO SCALE P POLE SMR SURFACE METAL RACEWAY SPEC SPECIFICATION TYP TYPICAL UC MOUNTED UNDER COUNTER HEIGHT UL UNDERWRITER'S LABORATORY V VOLT W WIRE/WATT WP WEATHERPROOF BASIC MATERIALS AND METHODS db IT HEAVY SOLID IS NEW 3 REFERENCE TO DRAWING NOTE ®J JUNCTION BOX DUPLEX RECEPTACLE, 20 AMP, 125 VOLT qp SUBSCRIPTS INDICATE TYPE: AC - ABOVE THE COUNTER UC - UNDER THE COUNTER WP - WEATHER PROOF G - GROUND FAULT INTERRUPTER It QUAD RECEPTACLE 20 AMP, 125 VOLT TOGGLE SWITCH, VOLTAGE AS INDICATED ON FIXTURE Sa SCHEDULE, SUBSCRIPTS INDICATE TYPE: ,b,c 3 - THREE WAY SWITCH 4 - FOUR WAY SWITCH LV - LOW VOLTAGE, MOMENTARY CONTACT a,b,c - SWITCHING DESIGNATIONS NUMBER OF LETTERS EQUALS NO. OF GANGED SWITCHES EMERGENCY POWER OFF BUTTON LUMINAIRES CEILING MOUNTED LUMINARIE. UPPERCASE LETTERS ® ❑ O INDICATE FIXTURE TYPE ON LUMINAIRE SCHEDULE, A d LOWER CASE LETTER INDICATE LIGHTING ZONE 4 WALL MOUNTED LUMINARIE. UPPERCASE LETTERS INDICATE FIXTURE TYPE ON LUMINAIRE SCHEDULE, LOWER CASE LETTER INDICATE LIGHTING ZONE QLUMINAIRE y7 WALL MOUNTED EMERGENCY LUMINAIRE WITH BATTERY PACK CEILING MOUNTED EXIT LUMINAIRE WALL MOUNTED EXIT LUMINAIRE SYSTEMS TELE/DATA OUTLET ONLY. PROVIDE BACKBOX VT AND 1" CONDUIT STUBBED TO DATA HAND HOLE. SUBSCRIPT INDICATES TYPE AND/OR QUANTITY: T=TELEPHONE (MOUNT 48" AFF). AC=ABOVE COUNTER ONE LINE DIAGRAM SYMBOLS ,.•� e THERMAL MAGNETIC MOLDED CASE CIRCUIT BREAKER TRANSFORMER, SIZE AND TYPE AS INDICATED GROUND CONNECTION PANELBOARD SYMBOL PANEL NAME PHASE, AMPACITY, AND MLO/MCB CB-1 ---A. MLO POWER DISTRIBUTION AND CONTROL aTRANSFORMER ® 208Y/120 VOLT PANELBOARD. ® 480Y/277 VOLT DISTRIBUTION PANEL. EQUIPMENT CONNECTION, REFER TO ELECTRIC EQUIPMENT AND CONTROL SCHEDULE FOR M DESCRIPTION. LETTERS AND NUMBERS INDICATE "ITEM DESIGNATION" ON THE SCHEDULE. SINGLE POINT CONNECTION. REFER TO ELECTRIC EQUIPMENT AND CONTROL SCHEDULE FOR DESCRIPTION. LETTERS AND NUMBERS INDICATE "ITEM DESIGNATION" ON THE SCHEDULE. BRANCH CIRCUITING IDENTIFICATION CIRCUIT DESIGNATION C1:3 SWITCH LEG A NL a NIGHT LIGHT FIXTURE TYPE CIRCUIT DESIGNATION 42" (P 3 CENTER OF DEVICE BOX AFF & MISC INFO -- ITEM DESIGNATION, SEE ELECTRICAL EQUIPMENT AND CONTROL (M) EF-1 SCHEDULE FOR CONNECTION AND CIRCUIT DESIGNATION NOTES: INFORMATION. 1. TYPICAL FOR ALL FIXTURES DEVICES & EQUIPMENT. 2. PANEL DESIGNATION WILL BE REFERENCED BY DRAWING NOTE FOR INDIVIDUAL ROOMS. SEE DRAWING NOTES ON EACH PLAN DRAWING. 6A_R�.�*U� , �,P.RC MlinT ECTU R F ■ M I -DI 0 I -DI 3 p�a��0�1� 307 Washington Avenue L Albany, New York 12206 USA http://viww.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK WAVE POOL BUILDING K 512 MAIN STREET WEST YARMOUTH, MA 02673 J ENGiNEEPiNG MechonicatlElectricat Engineering Consultants Capital District f Rochester I BuNa;a I Syracuse 433 STATE STREET. SUITE 410 518.533 2171 SCHEHECTAUY, W 12305 wlyw.me 51 iin9— N *DA PROJECT •0: H N II I Stamp I SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01 f 22 11 E I I Drawn Project Manager P.I.C. CJE BAB SZE SHEET TITLE ELECRICAL LEGEND, ABBREVIATIONS AND NOTES C A 1I1 2 3 4 I 5 ( 7 8 9 1 1� i 11 ! 12 13 14 15 EOOO © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. A 1 2 3 j 4 5 ; 6 j 7 j 8 9 10 1 1 I, 12 13 14 SEC T ION 262000 - ELECTRIC DISTRIBUTION 5. PANELBOARD ASSEMBLY SHALL BE ENCLOSED IN A STEEL CABINET. THE F. FUSES: SECTION 262913 - MOTOR CONTROLLERS RIGIDITY AND GAUGE OF STEEL TO BE AS SPECIFIED IN UL STANDARD 50 FOR PART 1 - GENERAL CABINETS. THE SIZE OF WIRING GUTTERS SHALL BE IN ACCORDANCE WITH UL 1. ALL FUSES RATED 600 VOLTS AND BELOW SHALL BE REJECTION TYPE DUAL- PART 1 - GENERAL STANDARD 67. CABINETS SHALL BE EQUIPPED WITH LOCKS AND ALL LOCKS ELEMENT, TIME -DELAY TYPE. PROVIDE TWO (2) COMPLETE SETS OF FUSES 1.1 DESCRIPTION SHALL BE KEYED ALIKE. END WALLS SHALL BE REMOVABLE. FRONTS SHALL FOR ALL FUSIBLE DEVICES. DELIVER SPARE FUSES TO THE OWNER AND 1.1 DESCRIPTION BE OF CODE GAUGE, FULL -FINISHED STEEL WITH RUST -INHIBITING PRIMER AND OBTAIN RECEIPT. A. PROVIDE A COMPLETE DISTRIBUTION SYSTEM AS INDICATED ON THE CONTRACT BAKED ENAMEL FINISH. A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES AS REQUIRED FOR THE DOCUMENTS AND AS SPECIFIED HEREIN. 2. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH CONTRACT DOCUMENTS, COMPLETE INSTALLATION AND FULL OPERATION OF SEPARATELY ENCLOSED, 6. THE PANELBOARD INTERIOR ASSEMBLY SHALL BE DEAD FRONT WITH THE FOLLOWING MANUFACTURERS ARE ACCEPTABLE: PREASSEMBLED, MOTOR CONTROLS, RATED 600V AND LESS. 1.2 QUALITY ASSURANCE PANELBOARD FRONT REMOVED. PANELBOARD FRONT SHALL BE DOOR IN DOOR CONSTRUCTION WITH FULL LENGTH PIANO -HINGE. MAIN LUGS OR MAIN a. FUSES 600 AMPERES AND BELOW: BUSSMAN TYPE FRS-R (600 VOLTS), 1.2 DEFINITIONS A. ALL METHODS OF CONSTRUCTION, DETAILS OF WORKMANSHIP, THAT ARE NOT BREAKERS SHALL BE BARRIERED ON FIVE (5) SIDES. THE END OF THE BUS BUSSMAN TYPE FRN-R (300 VOLTS) OR EQUIVALENT. SPECIFICALLY DESCRIBED OR INDICATED IN THE CONTRACT DOCUMENTS, SHALL BE STRUCTURE OPPOSITE THE MAINS SHALL BE BARRIERED. A. ASD: ADJUSTABLE SPEED DRIVE MOTOR CONTROLLER. SUBJECT TO THE CONTROL AND APPROVAL OF THE OWNER'S REPRESENTATIVE. b. FUSES RATED ABOVE 600 AMPERES: BUSSMAN TYPE KRP-C OR EQUIPMENT AND MATERIALS SHALL BE OF THE QUALITY AND MANUFACTURE 7. PANELBOARDS SHALL BE UL LISTED FOR USE INTENDED. EQUIVALENT. B. CPT: CONTROL POWER TRANSFORMER. INDICATED IN THEIR RESPECTIVE SECTIONS OF THE SPECIFICATIONS. THE EQUIPMENT SPECIFIED IS BASED UPON THE ACCEPTABLE MANUFACTURERS LISTED. EQUIPMENT 8. RATINGS SHALL BE AS INDICATED IN THE CONTRACT DOCUMENTS. PART 3 - EXECUTION C. DDC: DIRECT DIGITAL CONTROL. BUILDING MANAGEMENT/CONTROL SYSTEM. m TYPES, DEVICE RATINGS, DIMENSIONS, ETC., CORRESPOND TO THE NOMENCLATURE DICTATED BY THOSE MANUFACTURERS. WHERE "OR EQUAL" IS STATED, EQUIPMENT 9. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH CONTRACT DOCUMENTS, 3.1 INSTALLATION D. EMI: ELECTROMAGNETIC INTERFERENCE. SHALL BE EQUIVALENT IN EVERY WAY TO THAT OF THE EQUIPMENT SPECIFIED AND THE FOLLOWING MANUFACTURERS ARE ACCEPTABLE: E. PWM: PULSE WIDTH MODULATED. SUBJECT TO APPROVAL. ALL EQUIPMENT SHALL BE TESTED AT THE FACTORY. A. ALL EQUIPMENT SHALL BE GROUNDED PER THE NEC. UNLESS SPECIFIED ELSEWHERE, STANDARD FACTORY INSPECTION AND OPERATIONAL a. SQUARE D 1-LINE". F. RFl: RADIO -FREQUENCY INTERFERENCE. TESTS WILL BE ACCEPTABLE. b. EATON CORPORATION "PRL3". B. ELECTRICAL DISTRIBUTION EQUIPMENT SHALL HAVE LUGS/TERMINATIONS SUITABLE C. GENERAL ELECTRIC BY ABB RELIAGEAR "NEXT'. FOR THE INDICATED CONDUCTOR SIZE. WHERE CONDUCTORS HAVE BEEN OVERSIZED 1.3 SUBMITTALS B. INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA-70 (NATIONAL ELECTRICAL d. SIEMENS. FOR VOLTAGE DROP AND WHERE APPROVED BY THE ENGINEER IT SHALL BE ALLOWED CODE), NATIONAL ELECTRICAL SAFETY CODE (NESC), STATE CODES, LOCAL CODES, TO REDUCE THE CONDUCTOR SIZE USING HYDRAULICALLY CRIMPLED SPLICE IN A BOX A. SUBMIT MANUFACTURER'S PRODUCT DATA FOR EACH TYPE AND RATING OF MOTOR AND REQUIREMENTS OF AUTHORITY HAVING JURISDICTION. C. BRANCH CIRCUIT PANELBOARDS (480Y/277 VOLT, 208Y1120 VOLT): NEXT TO THE DISTRIBUTION EQUIPMENT TO ALLOW FOR STANDARD LUG TERMINATION. CONTROLLER INDICATED. C. EQUIPMENT SHALL BE DESIGNED, MANUFACTURED, ASSEMBLED, AND TESTED IN 1. PROVIDE BRANCH CIRCUIT PANELBOARD AS INDICATED IN THE "PANELBOARD C. INSTALL DRY -TYPE TRANSFORMERS WITH ADEQUATE CLEARANCES FOR PROPER 1. INCLUDE DIMENSIONS, WEIGHTS, ENCLOSURE TYPES, RATING CAPACITIES, L ACCORDANCE WITH THE LATEST REVISIONS OF APPLICABLE PUBLISHED ANSI, NEMA, SCHEDULE" AND AS LOCATED ON THE DRAWINGS. PANELBOARDS SHALL BE VENTILATION. BOLT FLOOR MOUNTED TRANSFORMER TO PAD. OPERATING CHARACTERISTICS, ELECTRICAL CHARACTERISTICS, FURNISHED UL AND IEEE STANDARDS. EQUIPPED WITH QUICK MAKE/QUICK BREAK THERMAL-MAGNETIC,ENRTLISTE MOLDED D DISTRIBUTION SWITCHBOARDS, MOTOR CONTROL CENTERS AND FLOOR MOUNTED SPECIALTIES AND ACCESSORIES, MOUNTING AND ATTACHMENT DETAILS, CASE CIRCUIT BREAKERS AS SCHEDULED. SHALL BE NRTL LISTED FOR USE AS 1.3 SUBMITTALS SERVICE ENTRANCE EQUIPMENT WHERE USED AT THE SERVICE ENTRANCE. DRY -TYPE TRANSFORMERS SHALL BE MOUNTED ON 4 IN. HIGH CONCRETE PADS METHOD OF FIELD ASSEMBLY, COMPONENTS, AND LOCATION /SIZE OF EACH WHICH SHALL EXTEND 3 IN. ON ALL SIDES. SECURELY BOLT THE UNIT TO THE PADS FIELD CONNECTION. A. SUBMIT THE FOLLOWING PRODUCT DATA/INFORMATION: 2. PANELBOARD BUSSING AND LUGS SHALL BE COPPER. PROVIDE GROUNDING FOR PROPER HORIZONTAL AND VERTICAL ALIGNMENT. 2. INCLUDE DIAGRAMS FOR POWER, SIGNAL, AND CONTROL WIRING. BUS IN EACH PANELBOARD, SECURELY BONDED TO THE BOX. PANELBOARD 1. MANUFACTURER AND EQUIPMENT TYPE. BUS STRUCTURE AND MAIN LUGS OR MAIN CIRCUIT BREAKER SHALL HAVE E. COORDINATE TRANSFORMER PAD DIMENSIONS WITH TRANSFORMER B. AS PART OF OPERATION AND MAINTENANCE DATA, PROVIDE MANUFACTURER'S CURRENT RATINGS AS INDICATED. SUCH RATINGS SHALL BE ESTABLISHED BY MANUFACTURER'S REQUIREMENTS. COORDINATE TRANSFORMER PAD LOCATIONS, WRITTEN INSTRUCTIONS FOR TESTING, ADJUSTING, AND REPROGRAMMING 2. STANDARD CATALOG INFORMATION SHEET. HEAT RISE TESTS, CONDUCTED IN ACCORDANCE WITH UL STANDARD 67. DIMENSIONS AND DETAILS WITH GENERAL CONTRACTOR. MICROPROCESSOR CONTROL MODULES, SETTING FIELD ADJUSTABLE TIMERS, 3. DETAILED SHOP DRAWINGS INDICATING PLAN, ELEVATION, END AND 3. PROVISIONS FOR ADDITIONAL CIRCUIT BREAKERS SHALL BE SUCH THAT FIELD F. PROVIDE PAD LOCKABLE BRANCH CIRCUIT BREAKER DEVICE TO HOLD CIRCUIT CONTROLS, AND STATUS AND ALARM POINTS, AND SETTING FIELD ADJUSTABLE K ISOMETRIC VIEWS. TOP AND BOTTOM CONDUIT AREAS SHALL BE CLEARLY ADDITION OF CONNECTORS OR MOUNTING HARDWARE WILL NOT BE BREAKER IN THE CLOSED POSITION, BUT NOT PREVENT OVERCURRENT PROTECTION, OVERLOAD RELAYS. SHOWN AND DIMENSIONED ON THE DRAWINGS. REQUIRED TO ADD CIRCUIT BREAKERS TO THE PANELBOARD. BUS FOR ALL BRANCH CIRCUITS SERVING FIRE ALARM CONTROLS PANELS, EMERGENCY 1.4 QUALITY ASSURANCE CONNECTIONS SHALL BE BOLT -ON. LIGHTING AND LIFE SAFETY BRANCH CIRCUITS. 4, SINGLE -LINE DIAGRAM. A. AALL METHODS OF CONSTRUCTION, DETAILS OF WORKMANSHIP THAT ARE NOT G. IDENTIFICATION: 4. EACH PANELBOARD, AS A COMPLETE UNIT, SHALL HAVE A SHORT CIRCUIT SPECIFICALLY DESCRIBED OR INDICATED IN THE CONTRACT DOCUMENTS, SHALL BE 5. COMPLETE BILL OF MATERIALS. CURRENT RATING EQUAL TO OR GREATER THAN THE RATING SHOWN ON THE 1IDENTIFY ALL ITEMS OF EQUIPMENT AS DESCRIBED IN SECTION 260501-3.1, SUBJECT TO THE CONTROL AND APPROVAL OF THE OWNER'S REPRESENTATIVE. . PANELBOARD SCHEDULE OR ON THE PLANS. ALL PANELBOARDS SHALL BE EQUIPMENT AND MATERIALS SHALL BE OF THE QUALITY AND MANUFACTURE 6. ALL RELEVANT RATINGS INCLUDING, BUT NOT LIMITED TO, VOLTAGE, IDENTIFICATION. IDENTIFICATION SHALL BE PROVIDED FOR SWITCHBOARDS, FULLY RATED. SERIES RATINGS ARE NOT ACCEPTABLE. REDUCING BREAKER CURRENT, INTERRUPTING AND WITHSTAND. RATINGS ON THE BASIS OF SERIES RATING IS NOT ACCEPTABLE. PANELBOARDS, TRANSFORMERS, ASD'S, MOTOR STARTERS, DISCONNECT INDICATED IN THEIR RESPECTIVE SECTIONS OF THE SPECIFICATIONS. THE EQUIPMENT SWITCHES, ENCLOSED CIRCUIT BREAKERS, SWITCHBOARD MAIN/DISTRIBUTION SPECIFIED IS BASED UPON THE ACCEPTABLE MANUFACTURERS LISTED. EQUIPMENT 7. OVERCURRENT DEVICE INFORMATION. S. THE PANELBOARD BUS ASSEMBLY SHALL BE ENCLOSED IN A STEEL CABINET. BREAKERS, MCC'S AUTOMATIC TRANSFER SWITCHES, UPS'S, GENERATORS, TYPES, DEVICE RATINGS, DIMENSIONS, ETC., CORRESPOND TO THE NOMENCLATURE "OR J THE RIGIDITY AND GAUGE OF STEEL TO BE SPECIFIED IN UL STANDARD 50 SURGE SUPPRESSION DEVICES, CONTROL PANELS, SWITCHGEAR, ETC. DICTATED BY THOSE MANUFACTURERS. WHERE EQUAL°' !S STATED, EQUIPMENT S. SUBMIT AVAILABLE AND FINAL SETTINGS, PROGRAMMING AND ADJUSTMENTS. SHALL BE EQUIVALENT IN EVERY WAY TO THAT OF THE EQUIPMENT SPECIFIED AND CABINETS. WIRING GUTTER SPACE SHALL 8E IN ACCORDANCE WITH UL SUBJECT TO APPROVAL. ALL EQUIPMENT SHALL BE TESTED AT THE FACTORY. STANDARD 67 FOR PANELBOARDSEACH FRONT SHALL INCLUDE A DOOR AND . B. SUBMIT PRODUCT DATA AND INFORMATION FOR THE FOLLOWING EQUIPMENT, 2. SWITCHBOARDS, PANELBOARDS, MCC'S, SWITCHGEAR, ETC. SHALL HAVE A UNLESS SPECIFIED ELSEWHERE, STANDARD FACTORY INSPECTION AND OPERATIONAL MATERIALS, PRODUCTS, ETC.: HAVE A FLUSH, STAINLESS STEEL, CYLINDER TYPE LOCK WITH CATCH AND LABEL INDICATING NAME/TAG ID, FEEDER SOURCE, CONDUCTOR COLOR TESTS WILL BE ACCEPTABLE. SPRING -LOADED DOOR PULL. ALL PANELBOARD LOCKS SHALL BE KEYED CONVENTION AND FOR SERVICE ENTRANCE LOCATIONS THE AVAILABLE 1. DRY TYPE TRANSFORMER(S) INCLUDING SHIELDED AND LINEAR LOAD ALIKE. DOORS SHALL BE MOUNTED BY COMPLETELY CONCEALED STEEL SHORT CIRCUIT CURRENT. B. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S TRANSFORMER(S). HINGES. A CIRCUIT DIRECTORY FRAME AND CARD WITH A CLEAR PLASTIC RECOMMENDATIONS, NFPA-70 (NATIONAL ELECTRICAL CODE), NATIONAL ELECTRICAL COVERING SHALL BE PROVIDED ON THE INSIDE OF THE DOOR. FRONTS SHALL SAFETY CODE (NESC), STATE CODES, LOCAL CODES, AND REQUIREMENTS OF 2. DISTRIBUTION AND BRANCH CIRCUIT PANELBOARDS. BE OF CODE GAUGE, FULL -FINISHED STEEL WITH RUST INHIBITING IRON AUTHORITY HAVING JURISDICTION. 3.2 ELECTRICAL LOAD TEST PHOSPHATE SEALER AND BAKED ENAMEL FINISH. MINIMUM BOX WIDTH SHALL 3. DISCONNECT SWITCHES. BE 20 IN. PROVIDE DOOR -IN -DOOR CONSTRUCTION A. CONDUCT A LOAD TEST PRIOR TO REQUEST FOR FINAL PAYMENT AND COMPLY WITH C. EQUIPMENT SHALL BE DESIGNED, MANUFACTURED, ASSEMBLED, AND TESTED IN THE FOLLOWING: ACCORDANCE WITH THE LATEST REVISIONS OF APPLICABLE PUBLISHED ANSI, NEMA, N 6. PANELBOARDS WITH MAIN CIRCUIT BREAKER SHALL HAVE INHERENT AND 1.4 WARRANTY UL AND IEEE STANDARDS. LISTED COORDINATION OF THE MAIN AND BRANCH CIRCUIT BREAKERS. 1. ENERGIZE MAXIMUM NORMAL LIGHT AND POWER LOAD FOR A PERIOD OF TWO A. PROVIDE FULL SYSTEM WARRANTY (LABOR, TRAVEL, EQUIPMENT, ETC.) IN HOURS WHEN SCHEDULED. D. EQUIPMENT AND SYSTEMS SHALL BE NRTL TESTED AND LABELED. ACCORDANCE WITH DIVISION 1 AND A MINIMUM OF ONE (1) YEAR FROM ACCEPTANCE. 7. RATINGS SHALL BE AS INDICTED ON THE PANELBOARD SCHEDULE. PART -PRODUCTS 8. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH CONTRACT DOCUMENTS, 2. RECORD VOLTAGE AT SERVICE AND AT EACH PANEL. 1.5 WARRANTY THE FOLLOWING MANUFACTURERS ARE ACCEPTABLE: A. PROVIDE FULL SYSTEM WARRANTY (LABOR, TRAVEL, EQUIPMENT, ETC.) IN 3. MEASURE CURRENT IN EACH PHASE OF ALL FEEDERS. 1 MATERIALS ACCORDANCE WITH DIVISION 1 WITH A MINIMUM OF ONE (1) YEAR FROM ACCEPTANCE. a. 480Y/277 VOLT: 4. ADJUST TRANSFORMER TAPS AS DIRECTED BY ENGINEER AFTER REVIEW OF A. DRY -TYPE TRANSFORMERS: REPORT. PART 2 -PRODUCTS 1) SQUARE D'°NF". 1. TRANSFORMERS TO BE SELF -COOLED VENTILATED DRY TYPE. 2) EATON CORPORATION 'PRL2". 2.1 MANUFACTURERS 5. PROVIDE AND INSTALL ALL NECESSARY METERING EQUIPMENT. G TRANSFORMERS THAT REQUIRE INTERNAL OR EXTERNAL FAN ASSISTED 3) GENERAL ELECTRIC BY ABB RELIAGEAR "RE" OR "RS". FORCED AIR COOLING TO OBTAIN AMBIENT AIR (AA) RATED KVA ARE NOT 4) SIEMENS. A. ACCEPTABLE MANUFACTURERS INCLUDE: 6. OWNER'S REPRESENTATIVE OR SITE REPRESENTATIVE SHALL WITNESS THE ACCEPTABLE. TRANSFORMERS 15 KVA AND LESS SHALL HAVE 185C TEST. INSULATION SYSTEM AND SHALL BE DESIGNED NOT -TO -EXCEED 115C RISE b. 208Y1120 VOLT: B. ADJUSTABLE SPEED DRIVES (ASDS): ABOVE 40C AMBIENT. TRANSFORMERS 30 KVA AND HIGHER SHALL HAVE 220C 7. BEFORE FINAL ACCEPTANCE SPECIFIED TEST SHALL BE COMPLETED TO THE INSULATION SYSTEM AND SHALL BE DESIGNED NOT -TO -EXCEED 150C RISE 1) SQUARE D "NQ". SATISFACTION OF THE OWNER'S REPRESENTATIVE WHO SHALL BE SOLE 1. ABB (DESIGN MAKE-ACH580) ABOVE 40C AMBIENT. INSULATION SYSTEMS SHALL BE U.L. LISTED. CORES 2) EATON CORPORATION "PRL1". JUDGE OF THE ACCEPTABILITY OF SUCH TESTS AND WHO MAY DIRECT THE SHALL BE MANUFACTURED FROM A HIGH-GRADE, NON AGING, SILICON STEEL 3) GENERAL ELECTRIC BY ABB RELIAGEAR "RQ". PERFORMANCE OF SUCH ADDITIONAL TESTS AS DEEMED NECESSARY IN 2. YASKAWA WITH HIGH MAGNETIC PERMEABILITY, LOW HYSTERESIS AND EDDY CURRENT 4) SIEMENS. ORDER TO DETERMINE THE ACCEPTABILITY OF THE SYSTEMS, EQUIPMENT, 3. SQUARE D LOSSES, AND SHALL BE CLAMPED WITH STRUCTURAL ANGLES AND BOLTED TO MATERIAL AND WORKMANSHIP. ADDITIONAL TESTS REQUIRED BY THE D. CIRCUIT BREAKERS: THE ENCLOSURE TO PREVENT DAMAGE DURING SHIPMENT OR ROUGH OWNER'S REPRESENTATIVE SHALL BE PROVIDED AT NO ADDITIONAL COST. 4. ALLEN-BRADLEY HANDLING. REMOVE CLAMPING AFTER INSTALLATION. COILS SHALL BE COPPER, VACUUM IMPREGNATED WITH NSTALLA ION. COIL THERMOSETTING 1. CIRCUIT BREAKERS BELOW 400 AMP FRAME SHALL BE MOLDED CASE WITH PROTECTIVE EQUIPMENT SHALL BE ACTUATED IN A MANNER THAT CLEARLY VARNISH AND SHALL HAVE A FINAL WRAP OF ELECTRICAL INSULATING INVERSE TIME AND INSTANTANEOUS TRIPPING FUNCTIONS, UNLESS INDICATED DEMONSTRATED THEIR WORKABILITY AND OPERATION. 5. EATON CORPORATION MATERIAL DESIGNED TO PREVENT INJURY TO THE MAGNET WIRE. OTHERWISE IN CONTRACT DOCUMENTS. 3.3 CLEANING 6. EMERSON TRANSFORMERS HAVING COILS WITH MAGNET WIRE VISIBLE WILL NOT BE 2. CIRCUIT BREAKERS 400 AMP FRAME AND ABOVE SHALL BE [100% RATED AND] ACCEPTABLE. 30 KVA, AND LARGER, FLOOR MOUNTED. UNDER 30 KVA, WALL EQUIPPED WITH ADJUSTABLE SOLID STATE TRIP UNITS WITH FRONT A. AT THE COMPLETION OF THE PROJECT; WHILE EQUIPMENT IS DE -ENERGIZED, IT SHALL C. MANUAL AND MAGNETIC MOTOR CONTROLLERS: MOUNTED. PROVIDE MASON TYPE ND, KORFUND OR VIBREX VIBRATION ADJUSTABLE SHORT TIME, SHORT TIME DELAY, LONG TIME, LONG TIME DELAY BE THOROUGHLY CLEANED TO A SHIPPED CONDITION USING METHODS IN ISOLATION DEVICES FOR EACH TRANSFORMER AND INSTANTANEOUS TRIP FUNCTIONS AS INDICATED. ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. UTILIZE VACUUM 1. SQUARE-D FOR CLONING AND NOT COMPRESSED GAS. 2. RATINGS: SHALL BE AS INDICATED ON THE "TRANSFORMER SCHEDULE" OR AS 3. LISTED COMBINATION OF COORDINATED CIRCUIT BREAKERS SHALL BE 2. CUTLER HAMMER S NOTED THE DRAWINGS. IEEEC57, NEMA AND US GOVERNMENT VERIFIED BY THE EQUIPMENT MANUFACTURER UTILIZING PUBLISHED DATA 3.4 SPARE PARTS REQUIREMENTS SHALL APPLY. THE TRANSFORMER EFFICIENCIES SHALL MEET SHEETS. CONFIRM LISTINGS SHALL BE SUBMITTED. 3. GENERAL ELECTRIC E OR EXCEED THE REQUIREMENTS OF NEW YORK STATE AND THE US A. DELIVER LOOSE EQUIPMENT TO THE OWNER AND OBTAIN RECEIPT FOR FUSES, KEYS DEPARTMENT OF ENERGY. 4. LUGS SHALL BE MECHANICAL, RATED FOR 60/75° AL/CU. TO PANELBOARDS, ETC. 4. ALLEN-BRADLEY 3. FOR TRANSFORMERS UP TO 300 KVA, PROVIDE WITH 6-2-1/2% FULL CAPACITY 5. BRANCH CIRCUIT BREAKERS SHALL BE QUICK -MAKE, QUICK -BREAK, THERMAL- 3.5 DISCONNECT DEVICES 5. SIEMENS TAPS, 2-FCAN (FOR CONNECTIONS ABOVE NAMEPLATE) AND 4-FCBN (FOR MAGNETIC AND TRIP INDICATING, AND MULTIPOLE BREAKERS SHALL HAVE CONNECTIONS BELOW NAMEPLATE). FOR TRANSFORMERS ABOVE 300 KVA, COMMON TRIP. SINGLE POLE 15 AND 20 AMPERE CIRCUIT BREAKERS SHALL BE A. ALL DISCONNECT DEVICES DOWNSTREAM OF ASD'S: PROVIDE WIRING, CONDUIT AND 2.2 ADJUSTABLE SPEED DRIVE MOTOR CONTROLLER PROVIDE 4-2-1/2% FULLY RATED TAPS, 2-FCAN AND 2-FCBN. CONNECTIONS BETWEEN ASD AND DISCONNECT AUXILIARY SWITCH TO ASD. UL LISTED AS "SWITCHING BREAKERS" AT 120V AC OR 277 V AC AND CARRY A. GENERAL REQUIREMENTS FOR ASDS: 4. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH CONTRACT DOCUMENTS, THE SWD MARKING. END OF SECTION THE FOLLOWING MANUFACTURERS ARE ACCEPTABLE: 6. GROUND -FAULT CIRCUIT BREAKERS SHALL BE QUICK -MAKE, QUICK -BREAK, 1. ASD DESCRIPTION: ADJUSTABLE SPEED DRIVE, CONSISTING OF POWER CONVERTER THAT EMPLOYS PULSE -WIDTH -MODULATED INVERTER, FACTORY THERMAL -MAGNETIC, 5 MILLIAMPERE GROUND FAULT SENSING AND TRIP a. SQUARE D BUILT AND TESTED IN AN ENCLOSURE, WITH INTEGRAL DISCONNECTING D INDICATING, AND MULTIPOLE BREAKERS SHALL HAVE COMMON TRIP. THE b. EATON CORPORATION FAULT BREAKERS SHALL NOT OCCUPY ANY MORE SPACE MEANS AND OVERCURRENT AND OVERLOAD PROTECTION; ARRANGED TO GROUND CIRCUIT PROVIDE SELF-PROTECTION, MOTOR PROTECTION, AND VARIABLE -SPEED G. GENERAL ELECTRIC BY ABB THAN A STANDARD BREAKER OF THE SAME NUMBER OF POLES. d. ACME CONTROL OF ONE OR MORE INDUCTION MOTORS BY ADJUSTING OUTPUT e. HEAVY-DUTY 7. RATINGS SHALL BE AS INDICATED IN THE CONTRACT DOCUMENTS. VOLTAGE AND FREQUENCY. COMPLY WITH NEMA ICS 7, NEMA ICS 61800-2, AND f. HOWARD UL 508. SUITABLE FOR OPERATION OF NEMA MG 1, DESIGN AAND DESIGN B 8. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH CONTRACT DOCUMENTS, MOTORS, AS DEFINED BY NEMA MG 1. B. DISTRIBUTION PANELBOARDS (NOMINAL 600 VOLT): THE FOLLOWING MANUFACTURERS ARE ACCEPTABLE: B. UNIT OPERATING REQUIREMENTS: 1. PROVIDE DISTRIBUTION PANELBOARDS AS INDICATED IN THE "PANELBOARD a. SQUARE D MICROLOGIC TRIP UNIT. SCHEDULE" AND AS LOCATED ON THE DRAWINGS. PANELBOARDS SHALL BE 1. ASD SHALL PROVIDE FULL RATED OUTPUT FROM A LINE VOLTAGE OF PLUS 10% b. CORPORATION M 550 TRIP UNITS FOR CIRCUIT BREAKERS EQUIPPED WITH QUICK MAKE/QUICK BREAK THERMAL MAGNETIC, MOLDED AND MINUS 10% OF NOMINAL VOLTAGE. ASD SHALL CONTINUE TO OPERATE 400 - 1 600 AMP FRAME ORRMS 610 TRIP UNITS FOR 2000 AMP FRAME 400 CASE CIRCUIT BREAKERS AS SCHEDULED. SHALL BE NRTL LISTED FOR USE AS TO 6000 AMP FRAME. WITHOUT FAULTING FROM A +30% TO -35% OF NOMINAL LINE VOLTAGE. C SERVICE ENTRANCE EQUIPMENT WHERE USED AT THE SERVICE ENTRANCE. C. GENERAL ELECTRIC SPECTRA RMS OR MICROVERSA TRIP UNIT. 2. PANELBOARD BUSSING AND LUGS SHALL BE COPPER. PROVIDE GROUNDING d. SIEMENS SENTRON SENSITRIP III TRIP UNIT. 2. INPUT AC VOLTAGE UNBALANCE: NOT EXCEEDING 5 PERCENT. BUS IN EACH PANELBOARD, SECURELY BONDED TO THE BOX. PANELBOARD E. DISCONNECT SWITCHES: BUS STRUCTURE, MAIN LUGS, AND MAIN BREAKER SHALL HAVE CURRENT 3. INPUT FREQUENCY TOLERANCE: PLUS OR MINUS 5 PERCENT OF ASD RATINGS AS INDICATED. SUCH RATINGS SHALL BE ESTABLISHED BY HEAT RISE 1. SHALL BE HEAVY-DUTY TYPE THREE -POLE, WITH "QUICK MAKE/QUICK BREAK' FREQUENCY RATING. TESTS WITH MAXIMUM HOT SPOT TEMPERATURE ON ANY CONNECTOR OR BUS OPERATING HANDLE MECHANICALLY INTERLOCKED WITH THE COVER, 4. MINIMUM EFFICIENCY: 98 PERCENT AT 60 HZ, FULL LOAD. BAR NOT TO EXCEED 50C RISE ABOVE AMBIENT. HORSEPOWER AND VOLTAGE RATED TO MATCH EQUIPMENT SERVED. WHERE 3. CIRCUIT BREAKERS SHALL BE EQUIPPED WITH INDIVIDUALLY INSULATED, INDICATED SWITCHES SHALL BE PROVIDED WITH DUAL -ELEMENT, TIME DELAY, 5. MINIMUM PRIMARY -SIDE POWER FACTOR: 98 PERCENT UNDER ANY LOAD OR BRACED AND PROTECTED CONNECTORS. LARGE PERMANENT, INDIVIDUAL REJECTION TYPE FUSES. UNLESS OTHERWISE NOTED ON THE DRAWINGS, SPEED CONDITION. CIRCUIT NUMBERS SHALL BE AFFIXED TO EACH BREAKER IN A UNIFORM SWITCHES SHALL BE INSTALLED IN NEMA 1 FOR INDOOR USE, NEMA 3R FOR "OFF" B POSITION. TRIPPED INDICATION SHALL BE CLEARLY SHOWN BY THE BREAKER OUTDOOR USE. PROVIDE PROVISIONS FOR PADLOCKING IN THE 6. MINIMUM SHORT-CIRCUIT CURRENT (WITHSTAND) RATING: 100KA. HANDLE TAKING A POSITION BETWEEN "ON' AND "OFF". PROVISIONS FOR POSITION. PROVIDE NEUTRAL BAR IN SINGLE PHASE OR THREE PHASE, FOUR ADDITIONAL BREAKERS SHALL BE SUCH THAT NO ADDITIONAL CONNECTORS WIRE CIRCUITS, AND GROUND BAR IN ALL SWITCHES. PROVIDE AUXILIARY 7. AMBIENT OPERATING TEMPERATURE RATING: 5 DEG F (-15 DEG C) TO 104 DEG WILL BE REQUIRED TO ADD BREAKERS. CONTACTS WHERE CALLED FOR. F (40 DEG C) MINIMUM. 4. EACH PANELBOARD, AS A COMPLETE UNIT SHALL HAVE A SHORT CIRCUIT 2. ALL DISCONNECTS CONNECTED DOWNSTREAM OF ASD'S SHALL HAVE A 8. HUMIDITY RATING: TO 95 PERCENT (NONCONDENSING) MINIMUM. RATING EQUAL TO OR GREATER THAN THE RATING SHOWN ON THE NORMALLY OPEN AND NORMALLY CLOSED AUXILIARY CONTACTS WHICH SHALL BE WIRED TO THE ASD TO INDICATE DISCONNECT IS OPEN. 9. ALTITUDE RATING: SUITABLE FOR INTENDED LOCATION WITH 3300 FEET PANELBOARD SCHEDULE. ALL PANELBOARDS SHALL BE FULLY RATED. MINIMUM. "SERIES RATINGS" ARE NOT ACCEPTABLE. THE USE OF SERIES RATING OF 3. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH CONTRACT DOCUMENTS, PANELBOARDS FOR SHORT CIRCUIT RATING IS NOT ACCEPTABLE. THE FOLLOWING MANUFACTURERS ARE ACCEPTABLE: 10. VIBRATION WITHSTAND: COMPLY WITH NEMA ICS 61800-2. A a. SQUARE-D. 11. OVERLOAD CAPABILITY: 1.1 TIMES THE BASE LOAD CURRENT FOR 60 b. CUTLER HAMMER. SECONDS; MINIMUM OF 1.3 TIMES THE BASE LOAD CURRENT FOR TWO C. GENERAL ELECTRIC. SECONDS. d. SIEMENS. 12. STARTING TORQUE: MINIMUM 140 PERCENT OF RATED TORQUE FROM 3 TO 60 HZ. 1 2 3 4 5 6 78 9 10 11 12 13 14 15 I ■ M ID-1 0 151 3 307 Washington Avenue L Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK WAVE POOL BUILDING K 512 MAIN STREET WEST YARMOUTH, MA 02673 J ENGINEERING MechonicalfEiectrical Engineering Consultants Capital District I Roelhastor 1 Buffalo I Syracuse 433 STATE STREET. SUITE 410 wEuruc9 5118,5332171 SCHENECTADY, NY 12305 www.meem7iIai 9_- DDA PROJECT #21-008 H G II F Stamp I SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 2/10/22 I D C Drawn Project Manager P.I.C. CJE BAB SZE SHEET TITLE 11 B ELECTRICAL SPECIFICATIONS SHEET NUMBER Q` E001 1 5 © 2021 DEMBLING + DEMBLING ARCHITECTS. P.C. 2 3 8 5 6 7 I J 10 12 13 14 15 N L KI HI G E E D C B A 13. OUTPUT CARRIER FREQUENCY: SELECTABLE; 1 TO 12.5 KHZ. 1. OUTPUT FREQUENCY (HZ). G. MAGNETIC STARTER: SHALL BE SINGLE -SPEED, ACROSS -THE -LINE TYPE RATED IN ACCORDANCE WITH NEMA STANDARDS, SIZES AND HORSEPOWER RATINGS. 14. STOP MODES: PROGRAMMABLE INCLUDING FAST, FREE -WHEEL, AND DC 2. MOTOR SPEED (RPM). STARTERS SHALL BE MOUNTED IN NEMA 1 ENCLOSURES UNLESS OTHERWISE INJECTION BRAKING. INDICATED. MAGNETIC STARTERS SHALL BE EQUIPPED WITH FUSED CONTROL POWER 3. MOTOR STATUS (RUNNING, STOP, FAULT). TRANSFORMER FOR 120V CONTROL POWER AND DOUBLE BREAK SILVER ALLOY C. INVERTER: ASD SHALL EMPLOY A 6 PWM POWER ELECTRONIC SYSTEM, CONSISTING CONTACTS; ALL CONTACTS SHALL BE REPLACEABLE WITHOUT REMOVING STARTER OF: 4. MOTOR CURRENT (AMPERES). OR DISCONNECTING POWER WIRING. STARTER SHALL HAVE STRAIGHT -THROUGH WIRING. COILS SHALL BE OF MOLDED CONSTRUCTION AND SHALL BE REPLACEABLE 1. INPUT SECTION: 5. MOTOR TORQUE (PERCENT). FROM THE FRONT WITHOUT REMOVING STARTER. OVERLOAD RELAYS SHALL BE SOLI❑ a. ASD INPUT POWER STAGE SHALL CONVERT THREE-PHASE AC LINE 6. FAULT OR ALARMING STATUS (CODE). STATE TYPE WITH REPLACEABLE CONTROL CIRCUIT MODULE. THERMAL UNITS SHALL POWER INTO A FIXED DC VOLTAGE VIA A SOLID STATE FULL WAVE BE OF ONE-PIECE CONSTRUCTION AND INTERCHANGEABLE. STARTER SHALL BE DIODE RECTIFIER. 7. PID FEEDBACK SIGNAL (PERCENT). INOPERATIVE IF THERMAL UNIT IS REMOVED. PROVIDE HAND -OFF -AUTO SELECTOR "RUN" SWITCH AND PILOT LIGHT IN COVER. WIRE FOR MAINTAINED CONTACT UNLESS 2. INTERMEDIATE SECTION: 8. DC -LINK VOLTAGE (V DC). OTHERWISE NOTED. a. DC BUS AS A SUPPLY TO THE ASD OUTPUT SECTION SHALL MAINTAIN A 9. SET POINT FREQUENCY (HZ). H. COMBINATION MAGNETIC STARTER: SHALL BE SIMILAR TO "MAGNETIC STARTER," FIXED VOLTAGE WITH FILTERING AND SHORT CIRCUIT PROTECTION. ABOVE, EXCEPT SHALL INCLUDE FUSIBLE DISCONNECT SWITCH CONNECTED AHEAD 10. MOTOR OUTPUT VOLTAGE (V AC). OF STARTER. THE DISCONNECT HANDLE SHALL BE IN CONTROL OF THE DISCONNECT b. DC BUS SHALL BE INTERFACED WITH THE ASD DIAGNOSTIC LOGIC DEVICE WITH THE DOOR OPEN OR CLOSED. DISCONNECT HANDLE SHALL BE CLEARLY CIRCUIT, FOR CONTINUOUS MONITORING AND PROTECTION OF THE S. CONTROL SIGNAL INTERFACES: MARKED AS TO WHETHER THE DISCONNECT DEVICE IS "ON" OR "OFF". POWER COMPONENTS. 1. ELECTRIC INPUT SIGNAL INTERFACE: 2.4 ENCLOSURES 3. OUTPUT SECTION: a. A MINIMUM OF TWO PROGRAMMABLE ANALOG INPUTS FIELD A. ENCLOSURES: NEMA 250, TO COMPLY WITH ENVIRONMENTAL CONDITIONS AT a. INSULATED GATE BIPOLAR TRANSISTORS (IGBTS) SHALL CONVERT DC SELECTABLE FOR 0- TO 10-V DC OR 4- TO 20-MA DC. INSTALLED LOCATION. UNLESS OTHERWISE NOTED ON THE DRAWINGS, PROVIDE BUS VOLTAGE TO VARIABLE FREQUENCY AND VOLTAGE. TYPE 1 FOR DRY AND CLEAN INDOOR LOCATIONS, TYPE 3R FOR OUTDOOR b. A MINIMUM OF SIX MULTIFUNCTION PROGRAMMABLE DIGITAL INPUTS. LOCATIONS, TYPE 4X STAINLESS STEEL FOR KITCHEN AND WASH -DOWN AREAS, AND b. THE ASD SHALL EMPLOY PULSE WIDTH MODULATED OUTPUT TYPE 12 FOR AREAS SUBJECT TO DUST, FALLING DIRT, AND DRIPPING NON CORROSIVE TECHNOLOGY TO POWER THE MOTOR. 2. REMOTE SIGNAL INPUTS: CAPABILITY TO ACCEPT ANY OF THE FOLLOWING LIQUIDS. SPEED -SETTING INPUT SIGNALS FROM THE DDC SYSTEM FOR HVAC OR OTHER D. ISOLATED CONTROL INTERFACE: ASDS CONTROL INPUT TO FOLLOW REMOTE- CONTROL SYSTEMS: PART 3 - EXECUTION CONTROL SIGNAL (SELECTABLE 0-1 OVDC, 4-20MA, 0-20MA, AND NETWORK) OVER A MINIMUM 40:1 SPEED RANGE WITH ELECTRICAL SIGNAL. a. 0- TO 10-V DC. 3.1 EXAMINATION E. INTERNAL ADJUSTABILITY CAPABILITIES: b. 4- TO 20-MA DC. A. EXAMINE AREAS, SURFACES, AND SUBSTRATES TO RECEIVE MOTOR CONTROLLERS, WITH INSTALLER PRESENT, FOR COMPLIANCE WITH REQUIREMENTS FOR 1. MINIMUM SPEED: 5 TO 25 PERCENT OF MAXIMUM RPM. C. POTENTIOMETER USING UP/DOWN DIGITAL INPUTS. INSTALLATION TOLERANCES, AND OTHER CONDITIONS AFFECTING PERFORMANCE OF THE WORK. 2. MAXIMUM SPEED: 80 TO 100 PERCENT OF MAXIMUM RPM. d. FIXED FREQUENCIES USING DIGITAL INPUTS. B. EXAMINE MOTOR CONTROLLERS BEFORE INSTALLATION. REJECT MOTOR 3. ACCELERATION: 0.1 TO 6000 SECONDS. 3. OUTPUT SIGNAL INTERFACE: A MINIMUM OF ONE PROGRAMMABLE ANALOG CONTROLLERS THAT ARE WET, MOISTURE DAMAGED, OR MOLD DAMAGED. OUTPUT SIGNAL (0- TO 1O-V DC OR 4- TO 20-MA DC), WHICH CAN BE 4. DECELERATION: 0.1 TO 6000 SECONDS. CONFIGURED FOR ANY OF THE FOLLOWING: C. EXAMINE ROUGHING -IN FOR CONDUIT SYSTEMS TO VERIFY ACTUAL LOCATIONS OF CONDUIT CONNECTIONS BEFORE MOTOR CONTROLLER INSTALLATION. 5. CURRENT LIMIT: 30 TO MINIMUM OF 150 PERCENT OF MAXIMUM RATING. a. OUTPUT FREQUENCY (HZ). D. PREPARE WRITTEN REPORT, ENDORSED BY INSTALLER, LISTING CONDITIONS F. SELF-PROTECTION AND RELIABILITY FEATURES: b. OUTPUT CURRENT (LOAD). DETRIMENTAL TO PERFORMANCE OF THE WORK. 1. SURGE SUPPRESSION: FACTORY INSTALLED AS AN INTEGRAL PART OF THE C. DC -LINK VOLTAGE (V DC). E. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE ASD, COMPLYING WITH UL 1449 SPD, TYPE 1 OR TYPE 2. BEEN CORRECTED. d. MOTOR TORQUE {PERCENT}. 2. LOSS OF INPUT SIGNAL PROTECTION: SELECTABLE RESPONSE STRATEGY, 3.2 INSTALLATION INCLUDING SPEED DEFAULT TO A PERCENT OF THE MOST RECENT SPEED, A �- MOTOR SPEED (RPM). PRESET SPEED, OR STOP; WITH ALARM. A. WALL -MOUNTED ASDS: INSTALL WITH TOPS AT UNIFORM HEIGHT AND WITH f. SET POINT FREQUENCY (HZ). DISCONNECT OPERATING HANDLES NOT HIGHER THAN 79 INCHES ABOVE FINISHED 3. UNDER AND OVERVOLTAGE PROTECTION. FLOOR, UNLESS OTHERWISE INDICATED, AND BY BOLTING UNITS TO WALL OR 9. ANY AUX CONTACTS. MOUNTING ON LIGHTWEIGHT STRUCTURAL -STEEL CHANNELS BOLTED TO WALL. FOR 4. INVERTER OVERCURRENT PROTECTION. CONTROLLERS NOT ON WALLS, PROVIDE FREESTANDING RACKS. 4. REMOTE INDICATION INTERFACE: A MINIMUM OF THREE PROGRAMMABLE DRY- 5. ASD AND MOTOR-OVERLOAD/OVER TEMPERATURE PROTECTION: CIRCUIT RELAY OUTPUTS (120-VAC, 1 A) FOR REMOTE INDICATION OF THE B. WALL -MOUNTED MANUAL AND MAGNETIC CONTROLLERS: INSTALL ON WALLS WITH MICROPROCESSOR -BASED THERMAL PROTECTION SYSTEM FOR MONITORING FOLLOWING: TOPS AT UNIFORM HEIGHT, AND BY BOLTING UNITS TO WALL OR MOUNTING ON ASDS AND MOTOR THERMAL CHARACTERISTICS, AND FOR PROVIDING ASD LIGHTWEIGHT STRUCTURAL -STEEL CHANNELS BOLTED TO WALL. FOR CONTROLLERS OVER TEMPERATURE AND MOTOR -OVERLOAD ALARM AND TRIP. THE a: MOTOR RUNNING. NOT AT WALLS, PROVIDE FREESTANDING RACKS. SETTINGS SHALL BE SELECTABLE UTILIZING THE KEYPAD. b. SET POINT SPEED REACHED. C. FLOOR -MOUNTING CONTROLLERS: INSTALL ASDS ON 4-INCH NOMINAL THICKNESS 6. CRITICAL FREQUENCY REJECTION, WITH THREE SELECTABLE, ADJUSTABLE C. FAULT AND WARNING INDICATION (OVERTEMPERATURE OR CONCRETE BASE. DEAD BANDS. OVERCURRENT). 1. INSTALL DOWEL RODS TO CONNECT CONCRETE BASE TO CONCRETE FLOOR. 7. INSTANTANEOUS LINE -TO -LINE AND LINE -TO -GROUND OVERCURRENT TRIPS. T. INTERFACE WITH DDC SYSTEM FOR HVAC: FACTORY -INSTALLED HARDWARE AND UNLESS OTHERWISE INDICATED, INSTALL DOWEL RODS ON 18-INCH CENTERS 8. LOSS -OF -PHASE PROTECTION. SOFTWARE SHALL INTERFACE WITH DDC SYSTEM FOR HVAC TO MONITOR, CONTROL AROUND THE FULL PERIMETER OF CONCRETE BASE. DISPLAY, AND RECORD DATA FOR USE IN PROCESSING REPORTS. ASD SETTINGS 2. FOR SUPPORTED EQUIPMENT, INSTALL EPDXY -COATED ANCHOR BOLTS THAT 9. REVERSE -PHASE PROTECTION. SHALL BE RETAINED WITHIN ASD'S NONVOLATILE MEMORY. EXTEND THROUGH CONCRETE BASE AND ANCHOR INTO STRUCTURAL 10. SHORT-CIRCUIT PROTECTION. 1. PROVIDE EIA-485 PORT AS STANDARD. THE STANDARD PROTOCOLS SHALL BE CONCRETE FLOOR. BACNET MSTTP, MODBUS RTU AND N2. PROVIDE ADDITIONAL PORTS FOR ANY 3. PLACE AND SECURE ANCHORAGE DEVICES. USE SETTING DRAWINGS, 11. MOTOR OVER -TEMPERATURE FAULT. OTHER PROTOCOLS THAT ARE UTILIZED IN THE PROJECT. TEMPLATES, DIAGRAMS, INSTRUCTIONS, AND DIRECTIONS FURNISHED WITH 12. SHUT DOWN ON INDICATION OF MOTOR LOCAL DISCONNECT SWITCH OPEN U. INTERFACE SO ASD HAS INDICATION OF DOWNSTREAM DISCONNECT SWITCH ES SWITCH(ES) ITEMS TO BE EMBEDDED. POSITION. STATUS (OPEN -CLOSED) AND OPERATES ACCORDINGLY. 4. INSTALL ANCHOR BOLTS TO ELEVATIONS REQUIRED FOR PROPER G. AUTOMATIC RESET/RESTART: ATTEMPT THREE RESTARTS AFTER DRIVE FAULT OR ON V. ASDS SHALL HAVE AN INPUT INDUCTIVE REACTANCE EITHER VIA 5% IMPEDANCE AC ATTACHMENT TO SUPPORTED EQUIPMENT. RETURN OF POWER AFTER AN INTERRUPTION AND BEFORE SHUTTING DOWN FOR LINE REACTOR OR A PAIR OF BALANCED DC CHOKES, ONE ON THE POSITIVE AND ONE D. TEMPORARY LIFTING PROVISIONS: REMOVE TEMPORARY LIFTING EYES, CHANNELS, MANUAL RESET OR FAULT CORRECTION; ADJUSTABLE DELAY TIME BETWEEN RESTART ON THE NEGATIVE SIDE OF THE DC BUS, WITH AN EFFECTIVE INPUT IMPEDANCE AND BRACKETS AND TEMPORARY BLOCKING OF MOVING PARTS FROM ENCLOSURES ATTEMPTS. FIELD ADJUSTABLE FOR MANUAL RESTART. EQUIVALENT TO A 5% AC LINE REACTOR. ANY ASDS THAT DO NOT MEET THIS AND COMPONENTS. REQUIREMENT MUST HAVE A 5% AC LINE REACTOR ADDED, WITH THE REACTOR H. POWER -INTERRUPTION PROTECTION: TO PREVENT MOTOR FROM RE -ENERGIZING MOUNTED IN THE SAME ENCLOSURE AS THE ASD. E. INSTALL FUSES, HEATERS IN THERMAL -OVERLOAD RELAYS (BASED ON ACTUAL AFTER A POWER INTERRUPTION UNTIL MOTOR HAS STOPPED, UNLESS "BIDIRECTIONAL NAMEPLATE FULL -LOAD AMPERES) AFTER MOTORS ARE INSTALLED, AND INSTALL, AUTOSPEED SEARCH" FEATURE IS AVAILABLE AND ENGAGED. W. EMI/RFI FILTERING: ONBOARD FILTERS SHALL ALLOW ASD ASSEMBLY TO BE CE CONNECT, AND FUSE THERMAL -PROTECTOR MONITORING RELAYS FURNISHED WITH MARKED; CERTIFY COMPLIANCE WITH IEC 61800-3 FOR CATEGORY C2. MOTOR -DRIVEN EQUIPMENT. I. BIDIRECTIONAL AUTOSPEED SEARCH: CAPABLE OF STARTING ASD INTO ROTATING LOADS SPINNING IN EITHER DIRECTION AND RETURNING MOTOR TO SET SPEED IN X. ACCESSORIES: F. MAINTAIN MINIMUM CLEARANCES AND WORKSPACE AT EQUIPMENT ACCORDING TO PROPER DIRECTION, WITHOUT CAUSING DAMAGE TO DRIVE, MOTOR, OR LOAD. MANUFACTURER'S WRITTEN INSTRUCTIONS AND NFPA 70. 1. GENERAL REQUIREMENTS FOR CONTROL -CIRCUIT AND PILOT DEVICES: NEMA J. TORQUE BOOST: AUTOMATICALLY VARIES STARTING AND CONTINUOUS TORQUE TO ICS 5; FACTORY INSTALLED IN ASD ENCLOSURE COVER UNLESS OTHERWISE G. WIRING WITHIN ENCLOSURES: BUNDLE, LACE, AND TRAIN CONDUCTORS TO TERMINAL AT LEAST 1.5 TIMES THE MINIMUM TORQUE TO ENSURE HIGH -STARTING TORQUE AND INDICATED. POINTS WITH NO EXCESS AND WITHOUT EXCEEDING MANUFACTURER'S LIMITATIONS INCREASED TORQUE AT SLOW SPEEDS. ON BENDING RADII. INSTALL LACING BARS AND DISTRIBUTION SPOOLS. 2. REVERSIBLE NC/NO BYPASS CONTACTOR AUXILIARY CONTACT(S). K. MOTOR TEMPERATURE COMPENSATION AT SLOW SPEEDS: ADJUSTABLE CURRENT H. SETTING OF OVERLOAD RELAYS: SELECT AND SET OVERLOADS ON THE BASIS OF FALL -BACK BASED ON OUTPUT FREQUENCY FOR TEMPERATURE PROTECTION OF 3. CONTROL RELAYS: AUXILIARY AND ADJUSTABLE SOLID-STATE TIME -DELAY FULL -LOAD CURRENT RATING AS SHOWN ON MOTOR NAMEPLATE. ADJUST SETTING SELF -COOLED, FAN -VENTILATED MOTORS AT SLOW SPEEDS. RELAYS. VALUE FOR SPECIAL MOTORS AS REQUIRED BY NFPA 70 FOR MOTORS THAT ARE HIGH - TORQUE, HIGH -EFFICIENCY, AND SO ON. L. INTEGRAL INPUT DISCONNECTING MEANS: MAGNETIC CIRCUIT BREAKER WITH PAD- 2.3 MOTOR STARTERS LOCKABLE, DOOR -MOUNTED HANDLE MECHANISM. t. COMPLY WITH NECA 1. M. THE ASD SHALL INCLUDE A MOTOR FLUX OPTIMIZATION CIRCUIT THAT WILL A. PROVIDE MOTOR STARTERS AS LISTED ON THE ELECTRIC EQUIPMENT AND CONTRO L3.3 CONTROL WIRING INSTALLATION AUTOMATICALLY REDUCE APPLIED MOTOR VOLTAGE TO THE MOTOR TO OPTIMIZE SCHEDULE ON THE DRAWINGS. ENERGY CONSUMPTION AND REDUCE AUDIBLE MOTOR NOISE. B. STARTERS, CONTACTORSANDCONTROLLERS SHALL COMPLY WITH NEMA STANDARDS A. A INSTALL WIRING BETWEEN ASDS AND REMOTE DEVICES AND FACILITY`S CENTRAL- N. THE ASD SHALL PROVIDE A PROGRAMMABLE LOSS -OF -LOAD (BROKEN BELT / BROKEN HAVING GENERAL PURPOSE NEMA 1 OR I B ENCLOSURE UNLESS OTHERWISE CALLED CONTROL SYSTEM. COUPLING) FORM-C RELAY OUTPUT. THE DRIVE SHALL BE PROGRAMMABLE TO SIGNAL FOR. WEATHER RESISTANT OR WATERTIGHT PROVIDE EXPLOSION PROOF, B. BUNDLE, TRAIN, AND SUPPORT WIRING IN ENCLOSURES. THE LOSS -OF -LOAD CONDITION VIA KEYPAD WARNING, FORM-C RELAY OUTPUT, OR CONSTRUCTION AS REQUIRED. STARTERS SHALL BE MINIMUM NEMA SIZE 0 WITH OVER SERIAL COMMUNICATION BUS. SOLID STATE OVERLOADS IN EACH PHASE SIZED PER NEC, MOTOR FULL LOAD C. CONNECT SELECTOR SWITCHES AND OTHER AUTOMATIC -CONTROL DEVICES WHERE AMPERAGE, SERVICE FACTOR, AND MOTOR OPERATING CONDITIONS. APPLICABLE. 0. UNIT MOUNTED OPERATOR STATION: FRONT -ACCESSIBLE, SEALED KEYPAD AND PLAIN-ENGLISH-LANGUAGE DIGITAL DISPLAY; ALLOWS COMPLETE PROGRAMMING, C. PAD LOCK ARRANGEMENTS SHALL BE PROVIDED TO LOCK THE DISCONNECT DEVICE IN D. CONNECT SELECTOR SWITCHES TO BYPASS ONLY THOSE MANUAL- AND AUTOMATIC - PROGRAM COPYING, OPERATING, MONITORING, AND DIAGNOSTIC CAPABILITY. THE "OFF" POSITION. MAGNETIC STARTERS SHALL BE PROVIDED WITH A CONTROL CONTROL DEVICES THAT HAVE NO .SAFETY FUNCTIONS WHEN SWITCHES ARE IN POWER TRANSFORMER WITH 120V SECONDARY AND PRIMARY AND SECONDARY MANUAL -CONTROL POSITION. 1. KEYPAD: IN ADDITION TO REQUIRED PROGRAMMING AND CONTROL KEYS, FUSING AND BE SIZED TO ACCEPT THE LOADS IMPOSED THERE ON. STARTERS SHALL INCLUDE KEYS FOR HAND, OFF, AND AUTO MODES. HAVE LED TYPE PILOT LIGHTS. EACH STARTER SUBJECT TO ELECTRICAL INTERLOCK E. CONNECT SELECTOR SWITCHES WITH CONTROL CIRCUIT IN BOTH MANUAL AND AND/OR AUTOMATIC CONTROL SHALL HAVE NECESSARY AUXILIARY CONTACTS. AUTOMATIC POSITIONS FOR SAFETY -TYPE CONTROL DEVICES SUCH AS LOW- AND 2. SECURITY ACCESS: PROVIDE ELECTRONIC SECURITY ACCESS TO CONTROLS HIGH-PRESSURE CUTOUTS, HIGH -TEMPERATURE CUTOUTS, AND MOTOR -OVERLOAD THROUGH IDENTIFICATION AND PASSWORD WITH AT LEAST THREE LEVELS OF D. AUXILIARY DEVICES: PROVIDE PUSHBUTTON STATIONS, PILOT LIGHTS, DEVICES, PROTECTORS. ACCESS: VIEW ONLY; VIEW AND OPERATE; AND VIEW, OPERATE, AND SERVICE. RELAYS, TRANSFORMERS, SELECTOR SWITCHES, ELECTRIC THERMOSTATS, AUXILIARY COORDINATE THE ACCESS CODES WITH THE OWNER. STARTER CONTACTS AS REQUIRED FOR FUNCTIONS CALLED FOR. PROVIDE 3.4 IDENTIFICATION SEPARATE RELAY FOR EACH SPEED TO OPERATE ELECTRIC DAMPERS OR OTHER P. STATUS INDICATORS DISPLAYING THE FOLLOWING CONDITIONS: DEVICES AS REQUIRED FOR MULTISPEED MOTOR CIRCUIT. A. IDENTIFY MOTOR CONTROLLERS, COMPONENTS, AND CONTROL WIRING. IDENTIFY FIELD -INSTALLED CONDUCTORS, INTERCONNECTING WIRING, AND COMPONENTS; 1. POWER ON. E. MANUAL MOTOR STARTER: PROVIDE WARNING SIGNS. LABEL EACH ASD WITH ENGRAVED NAMEPLATE. LABEL EACH ENCLOSURE -MOUNTED CONTROL AND PILOT DEVICE. IDENTIFY ALL ITEMS AS 2. RUN. 1. PROVIDE ALL STARTERS WITH THERMAL OVERLOAD(S); AND PILOT LIGHT(S), DESCRIBED IN SECTION 260501 AND HANDLE LOCK -OUT PROVISIONS. GANG STARTER WITH SELECTOR 3. OVERVOLTAGE. SWITCH FOR MULTISPEED APPLICATIONS. PROVIDE SINGLE OR 2-POLE AS 3.5 FIELD QUALITY CONTROL REQUIRED: 4. LINE FAULT. A. ENGAGE A FACTORY -AUTHORIZED SERVICE REPRESENTATIVE TO TEST AND INSPECT a. 120 VOLT, SINGLE -POLE, SURFACE MOUNTED: SQUARE-D FG-5P AND COMPONENTS, ASSEMBLIES, AND EQUIPMENT INSTALLATIONS, INCLUDING 5. OVERCURRENT. HANDLE GUARD. CONNECTIONS. 6. EXTERNAL FAULT. b. 240 VOLT, TWO -POLE, SURFACE MOUNTED: SQUARE-D FG-6P AND B. TESTS AND INSPECTIONS FOR ASDS: HANDLE GUARD. Q. HISTORICAL LOGGING INFORMATION AND DISPLAYS 1. INSPECT ASDS, WIRING, COMPONENTS, CONNECTIONS, AND EQUIPMENT F. MANUAL STARTER WITH RELAY: SHALL BE SIMILAR TO "MANUAL MOTOR STARTER," INSTALLATION. 1. REAL TIME CLOCK WITH CURRENT TIME AND DATE. ABOVE, EXCEPT TO INCLUDE A TWO -GANG BOX WITH RELAY SIZED FOR LOAD INDICATED, AND HAND -OFF -AUTOMATIC SWITCH. CONNECT RELAY FOR 120V 2. TEST INSULATION RESISTANCE FOR EACH ASD ELEMENT, COMPONENT, 2. RUNNING LOG OF TOTAL POWER VERSUS TIME OPERATION ON LOAD SIDE OF STARTER IN "AUTOMATIC" MODE. COORDINATE CONNECTING MOTOR SUPPLY, FEEDER, AND CONTROL CIRCUITS. CONNECTION OF FORM C MAINTAINED CONTACT FOR CONTROL WITH MECHANICAL 3. TOTAL RUN TIME. CONTRACTOR. 3. TEST CONTINUITY OF EACH CIRCUIT. 4. FAULT LOG, MAINTAINING FAULTS WITH TIME AND DATE STAMP FOR EACH. 4. VERIFY THAT VOLTAGES AT ASD LOCATIONS ARE WITHIN 10 PERCENT OF MOTOR NAMEPLATE RATED VOLTAGES. IF OUTSIDE THIS RANGE FOR ANY 5. KWH. MOTOR, NOTIFY OWNER'S REPRESENTATIVE BEFORE STARTING THE R. INDICATING DEVICES: DIGITAL DISPLAY MOUNTED FLUSH IN ASD DOOR AND MOTOR(S). CONNECTED TO DISPLAY ASD PARAMETERS INCLUDING. BUT NOT LIMITED TO: r. -rccr cnrru eAf-%-M ? 1=nD DDrnDGO Dunce DnTATIf- nt 6. PERFORM TESTS ACCORDING TO THE INSPECTION AND TEST PROCEDURES FOR ADJUSTABLE SPEED DRIVES STATED IN META ACCEPTANCE TESTING SPECIFICATION. CERTIFY COMPLIANCE WITH TEST PARAMETERS. 7. CORRECT MALFUNCTIONING UNITS ON -SITE, WHERE POSSIBLE, AND RETEST TO DEMONSTRATE COMPLIANCE; OTHERWISE, REPLACE WITH NEW UNITS AND RETEST. 8. TEST AND ADJUST CONTROLS, REMOTE MONITORING, AND SAFETIES. REPLACE DAMAGED AND MALFUNCTIONING CONTROLS AND EQUIPMENT. C. TESTS AND INSPECTIONS FOR MANUAL AND MAGNETIC MOTOR CONTROLLERS: 1. COMPLY WITH THE PROVISIONS OF NFPA 70B, "TESTING AND TEST METHODS" CHAPTER. 2. VISUAL AND MECHANICAL INSPECTION: a. COMPARE EQUIPMENT NAMEPLATE DATA WITH DRAWINGS AND SPECIFICATIONS. b. INSPECT PHYSICAL AND MECHANICAL CONDITION, ANCHORAGE, ALIGNMENT, AND GROUNDING, AND THAT THE CONTROLLER IS CLEAN. C. INSPECT CONTACTORS: VERIFY MECHANICAL OPERATION AND CONTACT GAP, WIPE, ALIGNMENT, AND PRESSURE ARE ACCORDING TO MANUFACTURER'S PUBLISHED DATA. d. MOTOR -RUNNING PROTECTION: VERIFY OVERLOAD ELEMENT RATING IS CORRECT FOR ITS APPLICATION AND IF PROTECTION IS PROVIDED BY FUSES, VERIFY CORRECT FUSE RATING. e. INSPECT BOLTED ELECTRICAL CONNECTIONS FOR HIGH RESISTANCE USING ONE OF THE TWO FOLLOWING METHODS: 1) USE A LOW -RESISTANCE OHMMETER. COMPARE BOLTED CONNECTION RESISTANCE VALUES WITH VALUES OF SIMILAR CONNECTIONS. INVESTIGATE VALUES THAT DEVIATE FROM THOSE OF SIMILAR BOLTED CONNECTIONS BY MORE THAN 50 PERCENT OF THE LOWEST VALUE. 2) VERIFY TIGHTNESS OF ACCESSIBLE BOLTED ELECTRICAL CONNECTIONS BY CALIBRATED TORQUE -WRENCH METHOD ACCORDING TO MANUFACTURER'S PUBLISHED DATA OR NETA ATS TABLE 100.12. BOLT -TORQUE LEVELS SHALL BE ACCORDING TO MANUFACTURER'S PUBLISHED DATA. IN THE ABSENCE OF MANUFACTURER'S PUBLISHED DATA, USE META ATS TABLE 100.12. f. VERIFY APPROPRIATE LUBRICATION ON MOVING CURRENT -CARRYING PARTS AND ON MOVING AND SLIDING SURFACES. D. MOTOR CONTROLLERS WILL BE CONSIDERED DEFECTIVE IF THEY DO NOT PASS TESTS AND INSPECTIONS. E. PREPARE TEST AND INSPECTION REPORTS, INCLUDING A CERTIFIED REPORT THAT IDENTIFIES THE ASD AND DESCRIBES RESULTS. INCLUDE NOTATION OF DEFICIENCIES DETECTED, REMEDIAL ACTION TAKEN, AND OBSERVATIONS MADE AFTER REMEDIAL ACTION. 3.6 STARTUP SERVICE A. ENGAGE A FACTORY -AUTHORIZED SERVICE REPRESENTATIVE TO PERFORM STARTUP SERVICE. COMPLETE INSTALLATION AND STARTUP CHECKS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. 3.7 ADJUSTING A. PROGRAM MICROPROCESSORS FOR REQUIRED OPERATIONAL SEQUENCES, STATUS INDICATIONS, ALARMS, EVENT RECORDING, AND DISPLAY FEATURES. CLEAR EVENTS MEMORY AFTER FINAL ACCEPTANCE TESTING AND PRIOR TO SUBSTANTIAL COMPLETION. B. SET FIELD ADJUSTABLE SWITCHES, AUXILIARY RELAYS, TIME -DELAY RELAYS, TIMERS, AND OVERLOAD -RELAY PICKUP AND TRIP RANGES. C. ADJUST CARRIER FREQUENCY FOR OPTIMAL OPERATION WITH LOAD AND CONDITIONS. D. ADJUST THE TRIP SETTINGS OF INSTANTANEOUS -ONLY CIRCUIT BREAKERS AND THERMAL -MAGNETIC CIRCUIT BREAKERS WITH ADJUSTABLE, INSTANTANEOUS TRIP ELEMENTS. INITIALLY ADJUST TO 6 TIMES THE MOTOR NAMEPLATE FULL -LOAD AMPERES AND ATTEMPT TO START MOTORS SEVERAL TIMES, ALLOWING FOR MOTOR COOL -DOWN BETWEEN STARTS. IF TRIPPING OCCURS ON MOTOR INRUSH, ADJUST SETTINGS IN INCREMENTS UNTIL MOTORS START WITHOUT TRIPPING. DO NOT EXCEED 8 TIMES THE MOTOR FULL -LOAD AMPERES (OR 11 TIMES FOR NEMA PREMIUM EFFICIENT MOTORS IF REQUIRED). WHERE THESE MAXIMUM SETTINGS DO NOT ALLOW STARTING OF A MOTOR, NOTIFY OWNER'S REPRESENTATIVE BEFORE INCREASING SETTINGS. 3.8 DEMONSTRATION A. ENGAGE A FACTORY -AUTHORIZED SERVICE REPRESENTATIVE TO TRAIN OWNER'S MAINTENANCE PERSONNEL TO ADJUST, OPERATE, REPROGRAM, AND MAINTAIN MOTOR CONTROLLERS. END OF SECTION SECTION 265000 LIGHTING 1. SHALL BE RATED FOR 50,OOOHOUR LIFE MINIMUM AND TESTED TO IESNA LM-79 AND 80. 2. DRIVER SHALL BE A CLASS 1 POWER SUPPLY WITH 90% POWER FACTOR MINIMUM, 10% THD MAXIMUM AND ADEQUATE HEAT SINK CAPABILITY FOR THE LOAD AND INDICATED LOCATION. TO HAVE A 0-10VDC INPUT DIMMING SIGNAL. 3. WARRANTY TO BE 5 YEAR REPLACEMENT MINIMUM. B. LENSES: 1. CERTIFY THAT THE PRODUCTS HAVE A SMOKE DENSITY OF LESS THAN 75 WHEN TESTED IN ACCORDANCE WITH ASTM D-2843, STANDARD TEST METHOD FOR "DENSITY OF SMOKE FROM THE BURNING OF DECOMPOSITION OF PLASTICS." 2. FIXTURE STANDARDS: ALL EXTERIOR LIGHTING FIXTURE ASSEMBLIES INCLUDING LUMINAIRE, POLE, AND BASE SHALL BE CONSTRUCTED TO WITHSTAND LOCAL WIND FORCE. C. REFER TO LUMINAIRE FIXTURE SCHEDULE ON DRAWINGS. D. LUMINAIRE INSTALLATION: 1. ALL LUMINAIRES SHALL BE CONNECTED WITH THREE (3) #12 CONDUCTORS IN A FLEXIBLE CABLE WHIP, 6 FT. - 0 IN. MAXIMUM IN LENGTH. CABLE SHALL BE INSTALLED SUCH THAT FIXTURES IN LAY -IN CEILING SYSTEM MAY BE RELOCATED ONE -TILE IN ANY DIRECTION WITHOUT REWIRING. 2. ALL LUMINAIRE WHIPS SHALL BE CONNECTED TO A JUNCTION BOX. LUMINAIRES SHALL NOT BE CONNECTED TOGETHER IN A DAISY CHAIN MANNER. 3. SECURELY SUPPORT ALL CONDUITS AND OUTLET BOXES FROM STRUCTURAL MEMBERS. OUTLET BOXES SHALL NOT BE SUPPORTED BY CONDUIT. 4. PROVIDE SEPARATE LUMINAIRE SUPPORTS CAPABLE OF SUPPORTING FOUR TIMES THE LUMINAIRE WEIGHT. DIRECTLY ATTACH STEEL WIRE TO STRUCTURAL MEMBERS. PROVIDE A MINIMUM OF TWO (2) SUPPORTS FOR EACH LUMINAIRE. FIXTURES IN LAY -IN CEILING SHALL BE CLIPPED TO CEILING SYSTEM IN ACCORDANCE WITH NEC. END OF SECTION S 1 11,111141 ARCH ITECTS,P.C. A 151 U LI�U�E 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK WAVE POOL BUILDING 512 MAIN STREET WEST YARMOUTH, MA 02673 ENGINEERING Mechanicaf/Eiectrica! Engineering Consultants Capital District k Rochester 1 Buffalo 1 Syracuse 433 STATE STREET.SUITE410 518.3d32171 SCHENECTADY, NY 72305 vn+nv meengineerAg.com P�1H JA E y� HA EL o C R co .4 29 o � ADO iST`_- ssrONAL DDA PROJECT #21-008 Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 2/10/22 Drawn C'JE Project Manager BAB P.I.C. SZE SHEET TITLE ELECTRICAL SPECIFICATIONS SHEET NUMBER E002 N M K J H G E E D c A 1 2 3 4 5 6 7 8 g 10 11 ; �2 f 13 f 14 15 1 Oc 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. 2 NODS PART 1 - GENERAL 3 4 1 DESCRIPTION N A. THE DRAWINGS ARE DIAGRAMMATIC, UNLESS DETAILED DIMENSIONED DRAWINGS ARE INCLUDED, AND SHOW ONLY APPROXIMATE LOCATIONS OF EQUIPMENT, FIXTURES, PANELBOARDS, CONDUITS, AND WIRING DEVICES. EXACT LOCATIONS ARE SUBJECT TO THE APPROVAL OF THE OWNER'S REPRESENTATIVE. THE GENERAL RUN OF ELECTRICAL FEEDERS, BRANCH CIRCUITS, AND CONDUITS, INDICATED ON THE DRAWINGS, IS NOT INTENDED TO BE THE EXACT ROUTING. EXACT ROUTINGS OF CONDUIT SHALL SUIT THE JOB CONDITIONS. B. CIRCUIT DESIGNATIONS, IN THE FORM OF "HOME RUNS" ON BRANCHES, INDICATE THE DESIGNATION OF THE BRANCH CIRCUIT, THE SIZE AND THE QUANTITY OF BRANCH CIRCUIT CONDUCTORS, AND THE PANEL BOARD OR INTERCONNECTION BOX FROM WHICH THE BRANCH CIRCUIT IS SERVED. M C. MAKE MEASUREMENTS AT THE SITE AND IN THE BUILDING DURING CONSTRUCTION FOR ALL SYSTEMS INSTALLED AS THE WORK PROGRESSES IN SUCH A MANNER THAT THE EQUIPMENT, PIPING, VENTS, DUCTS, CONDUIT, AND BOXES WILL FIT IN THE SPACE AVAILABLE. MAINTAIN HEADROOM AND IF IN UNFINISHED AREAS, BE AS NEATLY INSTALLED, AS OBSCURE AND "OUT- OF-THE-WAY" AS PHYSICALLY POSSIBLE. WHERE MORE THAN ONE TRADE IS INVOLVED IN AN AREA, SPACE OR CHASE, ALL SHALL COOPERATE AND INSTALL THEIR OWN WORK TO UTILIZE THE SPACE EQUALLY BETWEEN THEM IN PROPORTION TO THEIR INDIVIDUAL REQUIREMENTS. IN GENERAL, DUCTWORK SHALL BE GIVEN PREFERENCE EXCEPT WHERE GRADING OF PIPING BECOMES A PROBLEM, FOLLOWED BY PIPING THEN ELECTRICAL WIRING. IF, AFTER INSTALLATION OF ANY EQUIPMENT, PIPING, DUCTS, CONDUIT, AND BOXES, IT IS DETERMINED THAT AMPLE MAINTENANCE AND PASSAGE SPACE HAS NOT BEEN PROVIDED, REARRANGE L WORK AND /OR FURNISH OTHER EQUIPMENT AS REQUIRED FOR AMPLE MAINTENANCE SPACE. D. ANY CHANGES IN THE SIZE OR LOCATION OF THE MATERIAL OR EQUIPMENT SUPPLIED, WHICH MAY BE NECESSARY IN ORDER TO MEET FIELD CONDITIONS OR IN ORDER TO AVOID CONFLICTS BETWEEN TRADES, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER'S REPRESENTATIVE AND APPROVAL RECEIVED BEFORE SUCH ALTERATIONS ARE MADE. .2 QUALITY ASSURANCE A. ELECTRIC EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. ALL METHODS OF CONSTRUCTION, DETAILS OF WORKMANSHIP THAT ARE NOT SPECIFICALLY K DESCRIBED OR INDICATED IN THE CONTRACT DOCUMENTS, SHALL BE SUBJECT TO THE CONTROL AND APPROVAL OF THE OWNER'S REPRESENTATIVE. B. EQUIPMENT AND MATERIALS SHALL BE OF THE QUALITY AND MANUFACTURE INDICATED IN THEIR RESPECTIVE SECTIONS OF THE SPECIFICATIONS. THE EQUIPMENT SPECIFIED IS BASED UPON THE ACCEPTABLE MANUFACTURERS LISTED. EQUIPMENT TYPES, DEVICE RATINGS, DIMENSIONS, ETC., CORRESPOND TO THE NOMENCLATURE DICTATED BY THOSE MANUFACTURERS. WHERE "OR EQUAL" IS STATED, EQUIPMENT SHALL BE EQUAL IN EVERY WAY TO THAT OF THE EQUIPMENT SPECIFIED AND SUBJECT TO APPROVAL. ALL EQUIPMENT SHALL BE TESTED AT THE FACTORY. UNLESS SPECIFIED ELSEWHERE, STANDARD FACTORY INSPECTION AND OPERATIONAL TESTS WILL BE ACCEPTABLE. J .3 SUBMITTALS A. SUBMIT PRODUCT DATA FOR THE FOLLOWING EQUIPMENT, MATERIALS AND PRODUCTS, INCLUDING ALL FITTINGS AND ACCESSORIES: 1. CONDUIT 2. WIREWAY AND WIRE TROUGH 3. CHANNEL SUPPORT SYSTEMS 4. CONDUCTORS 5. TERMINAL AND EQUIPMENT CABINETS 6. WIRING DEVICES INCLUDING DIMMERS H 7. TELEVISION OUTLETS 8. UNDERGROUND PULLBOXES (HANDHOLES) AND COVERS 9. WATER PROOFING SEALS 10. FLASHING, SEALING, FIRESTOPPING MATERIALS 11. TESTING REPORTS PRIOR TO ENERGIZING EQUIPMENT AND MATERIALS. PART 2-PRODUCTS G FI EI D1 C B A 2.1 MATERIALS A. CONDUIT, RACEWAY AND TUBING: 1. RIGID METAL CONDUIT (RMC) SHALL BE HOT -DIPPED GALVANIZED OR ELECTRO- GALVANIZED STEEL, UL LISTED "RIGID METAL CONDUIT." a. ACCEPTABLE MANUFACTURERS: 1) REPUBLIC CONDUIT 2) ALLIED TUBE AND CONDUIT 3) WHEATLAND TUBE COMPANY 4) APPROVED EQUAL 2. ELECTRICAL METALLIC TUBING (EMT) SHALL BE ELECTRO-GALVANIZED STEEL; UL LISTED. a. ACCEPTABLE MANUFACTURERS: 1) REPUBLIC CONDUIT 2) ALLIED TUBE AND CONDUIT 3) WHEATLAND TUBE COMPANY 4) APPROVED EQUAL 3. FLEXIBLE METAL CONDUIT SHALL BE CONSTRUCTED ONE CONTINUOUS LENGTH OF ELECTRO-GALVANIZED, SPIRALLY WOUND STEEL STRIP WITH INTERLOCKING CONVOLUTIONS AND INTERIOR SURFACES FREE FROM BURRS AND SHARP EDGES. SHALL BE UL LISTED "FLEXIBLE METAL CONDUIT' OR "LIQUIDTIGHT FLEXIBLE METAL CONDUIT" AS REQUIRED. a. ACCEPTABLE MANUFACTURERS: 1) REPUBLIC CONDUIT 2) ALLIED TUBE AND CONDUIT 3) WHEATLAND TUBE COMPANY 4) AMERICAN FLEXIBLE CONDUIT COMPANY 4. RIGID NON-METALLIC CONDUIT (SCHEDULE 40 FOR CONCRETE ENCASEMENT, SCHEDULE 80 FOR DIRECT BURIAL OR WHERE EXPOSED) SHALL BE UL LISTED "RIGID NON-METALLIC CONDUIT" FOR APPLICATION IN UNDERGROUND, ENCASED, AND EXPOSED APPLICATIONS IN ACCORDANCE WITH THE NEC". THE CONDUIT SHALL BE MADE FROM POLYVINYL CHLORIDE (PVC) AND SHALL BE RATED FOR 90-C CONDUCTORS. CONDUIT AND FITTINGS SHALL BE TESTED IN ACCORDANCE WITH THE TESTING REQUIREMENTS DEFINED IN NEMA TC-2, NEMA TC-3, UL-651 AND UL-514. a. ACCEPTABLE MANUFACTURERS: 1) CARLON 2) HERITAGE PLASTICS 3) PW EAGLE B. CONDUIT FITTINGS: 1. FITTINGS FOR RIGID METAL CONDUIT SHALL BE FULLY THREADED AND SHALL BE OF THE SAME MATERIAL AS THE RESPECTIVE RACEWAY SYSTEM. FITTINGS FOR ELECTRICAL METALLIC TUBING SHALL BE SINGLE SCREW INDENTER FITTINGS FOR CONDUITS UP TO 2 IN. AND DOUBLE SCREW INDENTER FITTINGS FOR CONDUITS 2 IN. AND LARGER. CONNECTORS SHALL ALSO HAVE INSULATED THROAT OR PLASTIC INSULATING BUSHING UP TO AND INCLUDING 1 IN. SIZE. FOR SIZES 1-1/4 IN. AND LARGER, PROVIDE PLASTIC INSULATING BUSHING. DIE-CAST, PRESSURE CAST FITTINGS SHALL NOT BE USED. FITTINGS FOR RIGID NON-METALLIC CONDUIT SHALL BE SOLVENT CEMENTED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. a. ACCEPTABLE MANUFACTURERS-- 1) O.Z. GEDNEY 2 STEEL CITY 3) THOMAS & BETTS 4) CROUSE-HINDS 5) CARLON C. WIREWAY AND WIRE TROUGH: Q In A 5 1 6 7 1 8 1. WIREWAY AND WIRE TROUGH SHALL BE HINGED COVER TYPE WIREWAY WITH PROVISIONS FOR FULL LAY -IN ALONG THE ENTIRE LENGTH OF RUN. WIREWAY SHALL BE STEEL, ENCLOSED WITH GRAY ENAMEL FINISH. PROVIDE NEMA 1 UNITS FOR INTERIOR/DRY/CLEAN LOCATIONS AND NEMA 12 FOR INTERIOR DRY MAINTENANCE/SHOP/UTILITY LOCATIONS. SIZE TO MEET NEC FILL REQUIREMENTS OR LARGER AS NOTED ON CONTRACT DOCUMENTS. PROVIDE KNOCKOUTS ALONG RUNS. RECESS IN WALL WHERE REQUIRED FOR FLUSH MOUNTED EQUIPMENT. HINGE SHALL BE ON THE BOTTOM OF FRONT FACE FOR HORIZONTAL MOUNTING. PROVIDE ALL ELBOWS, TEES, PULLBOXES, FITTINGS, HANGERS, REDUCERS, SUPPORTS, SUPPORTS, ETC., TO MEET INSTALLATION REQUIREMENTS. a. ACCEPTABLE MANUFACTURERS: 1) SQUARE D "SQUARE DUCT" 2) GENERAL ELECTRIC 3) HOFFMAN 4) MECO CHANNEL SUPPORT SYSTEMS: 1. CHANNEL SUPPORT SYSTEMS SHALL BE PROVIDED FOR RACKING OF CONDUIT, TRAPEZE SUSPENSIONS, EQUIPMENT SUPPORT, CABLE RACKS AND PANEL RACKS. CHANNEL SHALL BE STEEL WITH ELECTROPLATED ZINC FINISH FOR INTERIOR DRY LOCATIONS. PROVIDE NECESSARY ACCESSORIES SUCH AS BOLTS, SCREWS, ANCHORS, CONNECTION PLATES, AND STRAPS AS REQUIRED TO PERFORM THE NECESSARY FUNCTIONS. WET LOCATION AND EXTERIOR CHANNEL SUPPORT SYSTEMS SHALL BE STEEL WITH HOT DIPPED GALVANIZED FINISH AND STAINLESS STEEL HARDWARE AS A MINIMUM. CUT ENDS SHALL BE TOUCHED UP WITH SUITABLE MATCHING FINISH. a. ACCEPTABLE MANUFACTURERS: 1) UNISTRUT 2) GLOBE 3) KINDORF 4) B-LINE CONDUCTORS AND CABLES: 1. CONDUCTORS SHALL BE INSULATED FOR 600 VOLTS, UNLESS OTHERWISE NOTED, AND SHALL BE STANDARD AWG AND KCMIL SIZES. CONDUCTORS SHALL BE 98% COPPER, THERMAL PLASTIC OR CROSS -LINKED POLYMER INSULATED, HEAT AND MOISTURE RESISTANT. CONDUCTOR SIZES NO. 18 AWG AND SMALLER SHALL BE A SOLID SINGLE STRAND; NO. 16 AWG AND LARGER SHALL BE MULTIPLE STRANDED. MINIMUM CONDUCTOR SIZE SHALL BE #12 AWG EXCEPT SMALLER SIZES MAY BE USED FOR COMMUNICATIONS AND SPECIAL SYSTEMS. CONDUCTOR SIZES SHALL BE AS CALLED FOR. CONDUCTORS SHALL BE LABELED WITH UL SEAL AND BE MARKED WITH THE MANUFACTURER'S NAME, WIRE SIZE AND INSULATION TYPE. INSULATION FOR ALL 600 VOLT CONDUCTORS SHALL BE TYPE THHN/THWN-2 OR TYPE XHHW 2, UNLESS OTHERWISE NOTED. ALL EXTERIOR AND UNDERGROUND CONDUCTORS SHALL BE XHHW-2. LUMINAIRE FIXTURE WIRE SHALL CONFORM TO THE LATEST UNDERWRITERS LABORATORIES REQUIREMENTS. FLEXIBLE CORDS AND CABLES FOR GENERAL PORTABLE USE SHALL BE TYPE SO OR SOOW OR AS NOTED. CABLES FOR SPECIAL USE SHALL BE OF THE TYPE SPECIFIED FOR THE APPLICATION. a. COLOR CODING: 1) ALL CIRCUITS SHALL BE COLOR CODED ACCORDING TO THE FOLLOWING SCHEDULE. THREE PHASE 120/208V THREE PHASE 277/480V GROUND GREEN GREEN NEUTRAL WHITE GREY A OR L1 BLACK BROWN B OR L2 RED ORANGE C OR L3 BLUE YELLOW b. ACCEPTABLE MANUFACTURERS: 1) GENERAL CABLE 2) PRYSMIAN 3) SOUTH WIRE 4) OKONITE 5) SENATOR TERMINAL LUGS AND CONNECTORS: 1. THE LUG SHALL BE CAPABLE OF CONTINUOUS OPERATION AT THE CURRENT RATING OF THE CABLE IT IS USED ON. THE LUG SHALL BE UL LISTED PER UL 486A, USING INDUSTRY STANDARD CRIMPING TOOLS AND DIES. TERMINAL LUGS SHALL BE SOLDERLESS, PRESSURE TYPE WITH UL LABEL FOR "CU/AL" CONDUCTOR TERMINATIONS. THE LUG SHALL BE A CLOSED -END COMPRESSION (CRIMP) TYPE, CONSTRUCTED OF SEAMLESS, ALLOY SUITABLE FOR COPPER AND/OR ALUMINUM CONDUCTORS TO MATCH THE CONDUCTOR. THE LUG SHALL BE MADE WITH A CHAMFERED INSIDE END, FOR EASE OF CONDUCTOR INSERTION. BOTH ONE AND TWO HOLE LUGS SHALL BE NEMA SIZED FOR STANDARD STUD SIZES AND SPACING. THE LUG SHALL BE DESIGNED FOR USE AT THE SYSTEM VOLTAGE. a. ACCEPTABLE MANUFACTURERS: 1) 3M SCOTCHLOK 30,000 AND 31,000 SERIES 2) BURNDY 3) O.Z./GEDNEY 4) THOMAS AND BETTS 2. THE CONDUCTOR CONNECTION SHALL BE CAPABLE OF CONTINUOUS OPERATION AT THE CURRENT RATING OF THE CABLES IT IS USED ON. THE CONNECTION SHALL BE UL LISTED PER UL 486A, USING INDUSTRY STANDARD CRIMPING TOOLS AND IDES. THE CONNECTOR SHALL BE AN INLINE COMPRESSION (CRIMP) TYPE, CONSTRUCTED OF SEAMLESS, TIN-PLATED COPPER. THE CONNECTOR SHALL BE CONSTRUCTED WITH CHAMFERED INSIDE -ENDS AND WITH CENTER CABLE STOPS. THE CONNECTOR SHALL BE DESIGNED FOR USE AT THE SYSTEM VOLTAGE. a. ACCEPTABLE MANUFACTURERS: 1) 3M SCOTCHLOK 10,000 AND 11,000 SERIES 2) BURNDY 3) O.Z./GEDNEY 4) THOMAS AND BETTS 3. "SPLIT -BOLT' CONNECTORS SHALL BE SOLDERLESS TYPE. a. ACCEPTABLE MANUFACTURERS: 1) BURNDY 2) KEARNEY 3) O.Z./GEDNEY 4) THOMAS AND BETTS 5) ANDERSON 4. "TWIST ON" CONNECTORS SHALL BE SPIRAL STEEL SPRING TYPE AND INSULATED WITH VINYL CAP AND SKIRT. a. ACCEPTABLE MANUFACTURERS: 1) 3-M COMPANY "SCOTCH-LOK" 2) IDEAL "WING -NUTS" 3) APPROVED EQUAL G. BOXES: 1. OUTLET BOXES SHALL BE GALVANIZED STEEL, NOT LESS THAN 2-1/2 IN. DEEP, UNLESS RESTRICTED BY THE SURROUNDINGS, 4 IN. SQUARE OR OCTAGONAL, WITH KNOCKOUTS. BOXES AND ASSOCIATED FITTINGS, PLATES AND DEVICES SHALL BE MECHANICALLY FASTENED (SCREWED), FRICTION FITTING IS NOT ACCEPTABLE. OUTLET BOXES EXPOSED TO MOISTURE SURFACE MOUNTED EXTERIOR WET OR DAMP LOCATIONS SHALL BE CADMIUM CAST ALLOY COMPLETE WITH EXTERNAL THREADED HUBS AND GASKETED SCREW FASTENED COVERS. MINIMUM BOX SIZE SHALL BE AS INDICATED IN THE NEC FOR THE CONDUCTORS AND DEVICES INSTALLED. BOXES SHALL BE APPROVED FOR THE ENVIRONMENTAL CONDITION WHERE THEY WILL BE INSTALLED. a. ACCEPTABLE MANUFACTURERS: 1) STEEL CITY 2) RACO 9 10 i 1 12 1 13 14 15 3) APPLETON 2. MAKE: LINK SEAL, MANUFACTURED BY THUNDERLINE CORP., OR APPROVED EQUAL. 4) CROUSE HINDS M. FLASHING, SEALING, FIRE -STOPPING: 2. TELEPHONE/DATA COMMUNICATIONS OUTLET BOXES: 1. FIRE -STOPPING FOR OPENINGS THROUGH FIRE AND SMOKE RATED WALL AND FLOOR a. 4 IN. X 4 IN. OUTLET BOX WITH SINGLE GANG PLASTER RING WITH BLANK ASSEMBLIES: COVER PLATE AND CONDUIT ROUTED TO STORAGE CLOSET. COVER PLATE SHALL MATCH THE RECEPTACLE COVER TYPE. a. PROVIDE MATERIALS AND PRODUCTS LISTED OR CLASSIFIED BY AN APPROVED INDEPENDENT TESTING LABORATORY FOR "THROUGH -PENETRATION FIRE- 3. PULL AND JUNCTION BOXES SHALL BE CONSTRUCTED OF NOT LESS THAN 14 GAUGE STOP SYSTEMS'. THE SYSTEM SHALL MEET THE REQUIREMENTS OF "FIRE GALVANIZED STEEL WITH TRIM FOR FLUSH OR SURFACE MOUNTING IN ACCORDANCE TESTS OF THROUGH -PENETRATION FIRE -STOPS" DESIGNATED ASTM E814. WITH THE LOCATION TO BE INSTALLED. PROVIDE SCREW -ON TYPE COVERS. BOXES INSTALLED IN DAMP OR WET LOCATIONS SHALL BE OF RAINTIGHT CONSTRUCTION b. PROVIDE FIRE -STOP SYSTEM SEALS AT ALL LOCATIONS WHERE PIPING, WITH GASKETED COVER AND THREADED CONDUIT HUBS. IN NO CASE SHALL BOXES BE TUBING, CONDUIT, ELECTRICAL BUSWAYS/CABLESIWIRES, DUCTWORK AND SIZED SMALLER THAN AS INDICATED NEC FOR CONDUIT AND CONDUCTOR SIZES SIMILAR UTILITIES PASS THROUGH OR PENETRATE FIRE RATED WALL OR INSTALLED. BOXES SHALL BE APPROVED FOR THE ENVIRONMENTAL CONDITION OF FLOOR ASSEMBLY. PROVIDE FIRE -STOP SEAL BETWEEN SLEEVE AND WALL THE LOCATION WHERE THEY WILL BE INSTALLED. FOR DRYWALL CONSTRUCTION. a. ACCEPTABLE MANUFACTURERS: C. THE MINIMUM REQUIRED FIRE RESISTANCE RATINGS OF THE WALL OR FLOOR ASSEMBLY SHALL BE MAINTAINED BY THE FIRE -STOP SYSTEM. THE 1) HOFFMAN INSTALLATION SHALL PROVIDE AN AIR AND WATERTIGHT SEAL. 2) KEYSTONE 3) APPROVED EQUAL d. THE METHODS USED SHALL INCORPORATE QUALITIES, WHICH PERMIT THE EASY REMOVAL OR ADDITION OF ELECTRICAL CONDUITS OR CABLES WITHOUT 4. CORROSION RESISTANT BOXES: DRILLING OR USE OF SPECIAL TOOLS. THE PRODUCT SHALL ADHERE TO ITSELF TO ALLOW REPAIRS TO BE MADE WITH THE SAME MATERIAL AND a. PROVIDE CORROSION RESISTANT BOXES WHERE INDICATED ON DRAWINGS. PERMIT THE VIBRATION, EXPANSION AND/OR CONTRACTION OF ANY ITEMS PASSING THROUGH THE PENETRATION WITHOUT CRACKING, CRUMBLING AND b. PLASTIC COATED OUTLET BOXES: THREADED HUB TYPE, MALLEABLE IRON RESULTING REDUCTION IN FIRE RATING. BOXES COATED WITH 40MILS THICK POLYVINYLCHLORIDE COATING, OCAL/T&B OCAL BLUE SYSTEM, PCD CORP. KORKAP XL OR ROBROY INDUSTRY 2. ACCEPTABLE MANUFACTURERS: PLASTIBOND OR PERMA-COTE a. DOW CORNING FIRE -STOP SYSTEM FOAMS AND SEALANTS C. NONMETALLIC BOXES: GLASS FIBER REINFORCED POLYESTER, CARLON b. NELSON ELECTRIC FIRE -STOP SYSTEM PUTTY, CLK AND WRP HIMELINE SERIES, CROUSE-HINDS KRYDON OR ROBROY INDUSTRY STAHLIN. C. S-100 FS5001600, THOMAS & BETTS d. CARBORUNDUM FYRE PUTTY H. TERMINAL AND EQUIPMENT CABINETS: e. 3-M FIRE PRODUCTS 1. TERMINAL AND EQUIPMENT CABINETS SHALL BE CODE GAUGE GALVANIZED STEEL PART 3 - EXECUTION WITH REMOVABLE ENDWALLS. FRONTS SHALL BE OF CODE GAUGE STEEL, FLUSH OR SURFACE TYPE (AS INDICATED) WITH CONCEALED TRIM CLAMPS, CONCEALED HINGES, 3.1 INSTALLATION FLUSH LOCK, AND GREY BAKED ENAMEL FINISH. BOXES AND FRONT SHALL BE UL LISTED AND SHALL BE MINIMUM 35 IN. H X 24 IN. W X 6 IN. D. PROVIDE REMOVABLE A. UNLESS OTHERWISE NOTED, WIRING FOR ALL SYSTEMS INDICATED IN THE CONTRACT INSULATED PLYWOOD TERMINAL BOARD MOUNTED ON INSIDE BACK WALL OF CABINET. DOCUMENTS SHALL CONSIST OF INSULATED CONDUCTORS INSTALLED IN RACEWAYS. RACEWAYS SHALL BE CONTINUOUS FROM OUTLET BOX TO OUTLET BOX AND FROM OUTLET a. ACCEPTABLE MANUFACTURER: BOX TO CABINET, JUNCTION OR PULL BOX. SECURE AND BOND RACEWAYS TO ALL BOXES AND CABINETS SO THAT EACH SYSTEM OF RACEWAYS IS ELECTRICALLY CONTINUOUS 1) SQUARE D "MONO -FLAT' THROUGHOUT. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, INSTALL ALL WIRING IN 2) APPROVED EQUAL THE FOLLOWING RACEWAY SYSTEM: !. WIRING DEVICES: 1. WIRING 600 VOLTS OR LESS IN DRY LOCATIONS: ELECTRICAL METALLIC TUBING. 1. WIRING DEVICES (TOGGLE SWITCHES, KEY SWITCHES, RECEPTACLES, DIMMERS, 2. WIRING 600 VOLTS OR LESS IN OUTDOORS, ABOVE GRADE LOCATIONS: RIGID METAL OCCUPANCY SENSORS, ETC.) SHALL BE SPECIFICATION GRADE AS A MINIMUM. SWITCH CONDUIT. HANDLE AND RECEPTACLE FACE COLOR SHALL BE AS DIRECTED BY THE ARCHITECT. PROVIDE DEVICE COVER PLATES OF SATIN FINISH TYPE 302 STAINLESS STEEL IN 3. WIRING 600 VOLTS OR LESS INSTALLED BELOW GRADE, IN CONCRETE FLOOR SLABS FINISHED AREAS AND ROUNDED RAISED (STEEL CITY 450/460 SERIES) ONLY FOR OR BELOW GROUND FLOOR SLAB: RIGID NON-METALLIC CONDUIT WITH RIGID METAL SURFACE MOUNTED LOCATIONS IN UNFINISHED AREAS. PROVIDE NEOPRENE CONDUIT BENDS AND PENETRATIONS THROUGH BUILDING FLOORS AND WALLS. GASKETED CAST ALUMINUM/ZINC BOX WITH HINGED (FOR RECEPTACLE) RAIN TIGHT CAST ALUMINUM/ZING LOCKABLE WHILE IN USE COVER WITH STAINLESS STEEL 4. ALL WIRING INSTALLED IN CORROSIVE LOCATIONS: SCHEDULE 80 RIGID NON-METALLIC HARDWARE FOR DEVICES DESIGNATED "WP". CONDUIT. a. ACCEPTABLE MANUFACTURERS: 5. FLEXIBLE METAL CONDUIT SHALL BE USED FOR FINAL CONNECTION TO ALL MOTORS, FINAL CONNECTION TO ROTATING OR VIBRATING EQUIPMENT, FINAL CONNECTIONS TO 1) PASS AND SEYMOUR DRY TYPE TRANSFORMERS AND FINAL CONNECTIONS TO RECESSED LIGHTING 2) HUBBELL FIXTURES. LIQUIDTIGHT FLEXIBLE CONDUIT SHALL BE USED IN ALL WET, DAMP, OR 3) LEVITON CORROSIVE LOCATIONS. MAXIMUM LENGTH OF FLEXIBLE CONDUIT SHALL BE 361N., EXCEPT THAT FROM OUTLET BOXES TO LIGHTING FIXTURE MAXIMUM LENGTH SHALL BE 2. TOGGLE/SNAP SWITCHES: 6 FT. PROVIDE GREEN INSULATED EQUIPMENT GROUNDING CONDUCTOR IN ALL FLEXIBLE METAL CONDUIT. a. UNITS SHALL BE QUIET OPERATION, QUICK MAKE/QUICK BREAK, RATED FOR 20A/120-277V/1HP AT 120/277V, SIDE/BACK WIRED, WITH 6. SURFACE METAL RACEWAY SHALL BE USED FOR SURFACE RUNS IN FINISHED AREA NYLON/POLYCARBONATE TOGGLE, SELF -GROUNDING MOUNTING SCREW CLIP WHERE CONCEALED CONDUIT CANNOT BE RUN OR WHERE SPECIFICALLY INDICATED PLATE (NOT STAPLE), GROUND TERMINAL AND SILVER ALLOY CONTACTS. ON DRAWINGS. UNITS SHALL MEET LATEST FEDERAL SPECIFICATION WS-896, NEMA WD-1 AND UL TEST 20. SINGLE POLE UNITS SHALL BE HUBBELL HBL1221, P&S 20AC1 OR B. RACEWAYS: LEVITON 1221-2. PROVIDE TWO POLE, THREE WAY, FOUR WAY, ILLUMINATED HANDLE, KEYED, ETC. TYPE OF THE SAME QUALITY AND MODEL. 1. SIZED AS INDICATED ON THE DRAWINGS. WHERE SIZES ARE NOT INDICATED, RACEWAYS SHALL BE SIZED AS REQUIRED BY THE NATIONAL ELECTRICAL CODE IN 3. RECEPTACLES: ACCORDANCE WITH THE QUANTITY, SIZE, AND TYPE OF THE INSULATION CONDUCTORS TO BE INSTALLED. RACEWAYS SHALL BE MINIMUM 1/2 IN. TRADE SIZE FOR BRANCH a. PROVIDE RECEPTACLES WHERE INDICATED ON THE DRAWINGS AND WHERE CIRCUIT WIRING AND MINIMUM 3/4 IN. TRADE SIZE FOR ALL TELEPHONE CALLED FOR. PROVIDE TYPE RECEPTACLE AS INDICATED AND IF NOT INTERCOMMUNICATIONS, INSTRUMENTATION, FIRE ALARM, TELEVISION AND INDICATED THEN UTILIZE GENERAL RECEPTACLE. COMPUTER SYSTEMS AND FOR ALL BRANCH CIRCUIT "HOME RUNS' TO PANELBOARDS. b. GENERAL RECEPTACLE: UNITS SHALL BE NEMA 5-20R, DUPLEX, 20A, 125V, 2. INSTALLED TO PROVIDE ADEQUATE GROUNDING BETWEEN ALL OUTLETS AND THE SIDEIBACK WIRED, #14 TO 10AWG SCREW TERMINALS WITH NYLON FACE, ESTABLISHED ELECTRICAL SYSTEM GROUND. INDENTED BRASS CONTACTS FOR THREE POINT CONNECTION, SELF - GROUNDING STAINLESS STEEL MOUNTING SCREW CLIP PLATE AND GREEN 3. CUT SQUARE, FREE OF BURRS DUE TO FIELD CUTTING OR MANUFACTURE, AND GROUND TERMINAL. SHALL MEET REQUIREMENTS OF FEDERAL SPECIFICATION BUSHED WHERE NECESSARY. BOLT LENGTH SHALL NOT EXTEND MORE THAN 1/4 IN. W-C-596, NEMA WD-6 AND UL 498. BEYOND A NUT. 1) UNITS SHALL HAVE 0.03" THICK BRASS CONTACTS, 0.04 INCH 4. INSTALLED WITH EXTERIOR SURFACES NOT LESS THAN 6 IN. FROM ANY SURFACE WITH GALVANIZED STEEL MOUNTING STRAP AND BE: HUBBELL BR20, P&S NORMAL OPERATING TEMPERATURE OF 200°F OR HIGHER. BR20 OR LEVITON BR20. 5. PLUGGED AT THE ENDS OF EACH ROUGHED -IN RACEWAY WITH AN APPROVED CAP OR C. GROUND FAULT INTERRUPTING RECEPTACLES: UNITS SHALL BE AS SPECIFIED DISC TO PREVENT THE ENTRANCE OF FOREIGN MATERIALS DURING CONSTRUCTION. ABOVE FOR GENERAL RECEPTACLE AND HAVE 5MA INTERRUPTING GROUND FAULT LEVEL, TEST/RESET FRONT BUTTONS, FULL THROUGH FEED CAPABILITY, 6. CONCEALED THROUGHOUT EXCEPT WHERE EXPOSURE 1S PERMITTED BY THE POWER OFF ON REVERSE WIRED SENSING, 1 OKA SHORT CIRCUIT CURRENT OWNER'S REPRESENTATIVE. ALL EXPOSED RACEWAYS SHALL BE PAINTED TO MATCH RATING, BE TAMPERMiEATHER RESISTANT AND IN WITH UL 943. EXISTING ADJACENT SURFACE FINISH AS DIRECTED BY THE ARCHITECT. UNIT SHALL SELF -TEST FUNCTION TO PERIODICALLY TEST THE COMPONENTS AUTOMATICALLY AND INDICATE A FAILURE CONDITION UTILIZING AN LED. 7. INSTALLED PARALLEL OR PERPENDICULAR TO FLOORS, WALLS AND CEILINGS WHERE SHALL BE HUBBELL GFR5362, P&S 2096TR OR LEVITON S7599TR. EXPOSED WIRING IS PERMITTED. d. TAMPER RESISTANT RECEPTACLES: UNITS SHALL BE AS SPECIFIED ABOVE 8. INSTALLED WITH A MINIMUM OF BENDS AND OFFSETS. ALL BENDS SHALL BE MADE FOR GENERAL RECEPTACLE AND HAVE PROTECTIVE SHUTTERS TO PREVENT WITHOUT KINKING OR DESTROYING THE CROSS SECTION CONTOUR OF THE RACEWAY. ENTRY INTO THE LINE OR GROUNDED FRONT OPENINGS UNLESS ALL PLUG FACTORY MADE BENDS ARE ACCEPTABLE AND SHOULD BE CONSIDERED FOR PRONGS ARE PRESENT. RACEWAYS LARGER THAN 2 IN. e. SPECIAL RECEPTACLES: PROVIDE OTHER TYPE RECEPTACLES AS INDICATED 9. INSTALLED WITH UL APPROVED RAIN -TIGHT AND CONCRETE -TIGHT COUPLINGS AND HEREIN OR ON THE DRAWINGS. SUCH RECEPTACLES SHALL BE HUBBELL, P&S CONNECTORS. OR LEVITON HIGHEST GRADE AVAILABLE. 10. FIRMLY FASTENED WITHIN 3 FT. OF EACH OUTLET BOX, JUNCTION BOX, CABINET OR 4. TELEVISION OUTLETS: FITTING. RACEWAYS SHALL NOT BE ATTACHED TO OR SUPPORTED BY WOODEN PLUG ANCHORS OR SUPPORTED FROM MECHANICAL WORK SUCH AS DUCTWORK, PIPING, a. 4 IN. X 2 IN. OUTLET BOX WITH BLANK COVER PLATE AND CONDUIT ROUTED TO ETC. LOCATION INDICATED ON DRAWINGS. COVER PLATE SHALL MATCH THE RECEPTACLE COVER TYPE. 11. INSTALLED WITH A #14 AWG FISH WIRE IN ALL TELEPHONE, INTERCOMMUNICATION, "SPARE" OR "EMPTY" CONDUIT RUNS TO FACILITATE FUTURE INSTALLATION OF J. UNDERGROUND PULLBOXES (HANDHOLES): CONDUCTORS. 1. SIDEWALK AND GRASS AREAS: BOXES SHALL BE COMPRISED OF COMPOSITE 12. INSTALLED WITH EXPANSION FITTINGS AT ALL BUILDING EXPANSION JOINTS SUCH THAT MATERIAL WITH STAINLESS STEEL HARDWARE AND ANSI TIER 8 RATING MINIMUM. NO UNDUE STRESS IS PLACED ON ANY ELECTRICAL RACEWAY DUE TO THE PROPER PROVIDE CONDUIT/DUCT OPENINGS PER THE PLANS/SCHEMATICS WITH SPARE FUNCTIONING OF EXPANSION JOINTS. CAPACITY FOR 2 - 2" IN EACH SIDE WALL, MINIMUM. BOX SHALL BE MINIMUM 2'-0" WIDE X 2'-0" LONG X T-0" DEEP INSIDE DIMENSIONS, OR LARGER AS REQUIRED TO MEET NEC 13. ARRANGED IN A NEAT MANNER FOR ACCESS AND ALLOW FOR ACCESS TO WORK REQUIREMENTS. COVER SHALL BE IMPRINTED WITH EITHER "ELECTRIC", "TELEPHONE", INSTALLED BY OTHER TRADES. ETC. TO DESIGNATE TYPE OF SERVICE. PROVIDE 18 IN. OF #2 CRUSHED STONE UNDER PULLBOX AND 18 IN. BEYOND. REFER TO DRAWINGS PER DETAILS AND LOCATIONS. 14. IF IT IS NECESSARY TO BURN HOLES THROUGH WEBS OF BEAMS OR GIRDERS, CALL SUCH POINTS TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE AND RECEIVE a. MANUFACTURERS: WRITTEN APPROVAL BOTH AS TO LOCATION AND SIZE OF HOLE BEFORE PROCEEDING WITH WORK. ALL HOLES SHALL BE BURNED NO LARGER THAN ABSOLUTELY 1) QUAZITE NECESSARY. 2) OLD CASTLE 3) APPROVED EQUAL 15. BECOME FAMILIAR WITH THE GENERAL CONSTRUCTION OF THE BUILDING AND PLACE SLEEVES, INSERTS, ETC., AS REQUIRED. ALL PENETRATIONS THROUGH EXISTING K. DUCTBANKS: FLOORS SHALL BE CORE DRILLED AND SLEEVED. - 1. DUCTBANKS SHALL BE RIGID NON-METALLIC CONDUIT SYSTEM. PROVIDE ALL SLEEVE 1 . 6 WHEREVER A LUSTER OF FOUR 4 OR MORE RACEWAYS RISE OUT OF FLOOR C ( } JOINTS, COUPLINGS, BEND SECTIONS, BENDS, ELBOWS, OFFSETS, ANGLE COUPLINGS, EXPOSED, PROVIDE NEATLY FORMED 6 IN. HIGH CONCRETE ENVELOP, WITH BELL ENDS, CAPS, BASE SPACERS AND INTERMEDIATE SPACERS AS REQUIRED TO CHAMFERED EDGES, AROUND RACEWAYS. MEET FIELD CONDITIONS. ALL BENDS, STUB -UPS AND WALL, SLAB OR FLOOR -BUILDING PENETRATIONS SHALL BE RIGID STEEL CONDUIT WITHOUT EXCEPTION. 17. ALL RACEWAYS SHALL BE SUPPORTED ADEQUATELY BY MALLEABLE IRON PIPE CLAMPS OR OTHER APPROVED METHODS. IN EXTERIOR OR WET LOCATIONS, L. WATERPROOFING SEALS: SUPPORTS SHALL ALLOW NOT LESS THAN 1/4 IN. AIR SPACE BETWEEN RACEWAY AND WALL. FIRMLY FASTEN RACEWAY WITHIN 3 FT. OF EACH OUTLET BOX, JUNCTION BOX, 1. PROVIDE EXPANDING LINK TYPE SEAL, FOR INSTALLATION BETWEEN DUCT/CONDUIT, CABINET OR FITTING. THE FOLLOWING TABLE LISTS MAXIMUM SPACING BETWEEN AND SLEEVE OR CORE -DRILLED HOLE IN CONCRETE. CONDITIONS, STRENGTH OF SUPPORTING MEMBERS, ETC. i 1 11111121 ARCH ITFCTS, P.C. A FD1 1�� 11 � U F Ir" U U Fo_1 F H U� ADpLHH�H 0_7 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK WAVE POOL BUILDING 512 MAIN STREET WEST YARMOUTH, MA 02673 ENGNEERiNG Mechanical/€fectrical Engineering Consultants Capital District [ Rochester t Buffalo I Syracuse 4335TATE STRIM, WrrE 410 518533.2171 SCHENECTADY, NY 123,15 vrenv.meesyinewfn9.com OF ltggSsq JA E tiN g HA EL 0 C R c; .4 529 o e 90 FG/STEP s��oNAI EN+a DDA PROJECT #21-008 Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 2/10/22 I Drawn ZJE Project Manager BAB P.I.C. SZE SHEET TITLE ELECTRICAL SPECIFICATIONS SHEET NUMBER E003 N M L K J H G F E D C B A 1 1 2 3 1 4 5 6 7 C 8 1 9 10 1 11 12 13 14 1 15 © 2021 DEMBLING + DEMBI_ING ARCHITECTS, P.C. 2 3 4 5 6 7 8 0 10 12 13 14 15 0 m L KI C. H1 G E E r D G B A 18. FURNISH AND INSTALL SUCH SUPPORTS AT NO ADDITIONAL COST TO OWNER. CONDUIT TRADE SIZE TYPE OF RUN HORIZONTAL SPACING IN FEET VERTICAL SPACING IN FEET 112 IN., 3/4 IN. CONCEALED 7 10 1 IN., 1-1/4 IN. CONCEALED 8 10 1-1/2 1N. AND LARGER CONCEALED 10 10 1/2 IN., 3/4 IN. I EXPOSED 1 5 7 1 IN., 1-1/4 IN. EXPOSED 7 8 1-1/2 IN. AND LARGER EXPOSED 10 10 19 WHERE RACEWAYS PUNCTURE ROOF, INSTALL PITCH POCKETS AS REQUIRED IN ORDER THAT THE ROOF WARRANTY IS MAINTAINED. COORDINATE WITH REPRESENTATIVE OF ROOFING MATERIAL MANUFACTURER. 20. AT EACH FLUSH MOUNTED PANELBOARD, TERMINAL CABINET, CONTROL CABINET, ETC., PROVIDE FOUR (4) SPARE 3/4 IN. RACEWAYS FROM PANELBOARD, ETC., TO AN AREA ABOVE THE NEAREST ACCESSIBLE CEILING SPACE. MAKE 90° TURN ABOVE THE CEILING, ARRANGED FOR FURTHER CONTINUATION OF RACEWAY, AND CAP. 21. PROVIDE A BUSHING AT EACH CONDUIT TERMINATION UNLESS FITTING AT BOX WHERE CONDUIT TERMINATES HAS HUBS DESIGNED IN SUCH A MANNER TO AFFORD EQUAL PROTECTION TO CONDUCTORS. PROVIDE GROUNDING TYPE INSULATED BUSHINGS ON ALL CONDUIT SIZES 2 IN. TRADE SIZE AND LARGER AND ON ALL FEEDER RACEWAYS REGARDLESS OF SIZE. PROVIDE STANDARD BUSHINGS FOR CONDUITS 1 IN. AND SMALLER UNLESS OTHERWISE STATED. 22. DIFFERING TEMPERATURES: FOR RACEWAYS ROUTED BETWEEN AREAS WITH DIFFERING TEMPERATURES (INTERIOR TO EXTERIOR, WALK IN COOLERS/FREEZERS, ENVIRONMENTAL CHAMBERS, ETC.) INSTALL RACEWAY AS FOLLOWS: a. PROVIDE A THERMAL BREAK, 4 IN. MINIMUM OF STAINLESS STEEL OR SCHEDULE 40 PVC CONDUIT WITHIN SPACE WALL/SEPARATION. b. SEAL RACEWAY PENETRATION THROUGH THE WALL/SEPARATION. C. PROVIDE A BOX ON EACH SIDE OF THE SPACE WALL/SEPARATION. d. PROVIDE RACEWAY INTERIOR SEALANT (DUCT SEAL OR SUITABLE FOAM) TO PROVIDE A COMPLETE AIR BARRIER AFTER CONDUCTORS ARE INSTALLED. e. MOUNTING OF RACEWAY AND BOXES ON EQUIPMENT SHALL BE COORDINATED AND APPROVED BY THE EQUIPMENT MANUFACTURER. 23. RACEWAY INSTALLED IN WET/DAMP LOCATIONS OR ON EXTERIOR WALLS SHALL HAVE A SPACER MANUFACTURED FOR THIS PURPOSE PROVIDED TO MAINTAIN A SPACE/VOID BETWEEN THE MOUNTING SURFACE AND THE RACEWAY. UNDERGROUND RACEWAYS AND DUCTBANKS: 1. ENCASE ALL UNDERGROUND RACEWAYS IN CONCRETE, SAND (NYSDOT 0733-15), NO. 1 CRUSHED STONE (NYSDOT 0703-02) OR PEA STONE (NYSDOT 0702-0203). CONCRETE ENCASEMENT SHALL BE UTILIZED WHERE INDICATED AND FOR CIRCUIT VOLTAGES OVER 600V. FOR CONCRETE ENCASEMENT, FORM CONCRETE ENVELOPE AROUND RACEWAYS, 3 IN. MINIMUM THICKNESS CONCRETE AT TOP, BOTTOM AND SIDES OF RACEWAYS, CONDUITS ON 7-1/2 IN. CENTERS BOTH DIRECTIONS WITH CONCRETE BETWEEN RACEWAYS. TOP OF CONCRETE ENVELOPE SHALL BE FINISHED NOT LESS THAN 24 IN. BELOW FINISHED GRADE, EXCEPT WHERE UNDER BUILDING SLABS. OPEN TRENCH FOR ITS COMPLETE LENGTH BEFORE CONCRETE IS POURED; IF ANY OBSTRUCTIONS ARE ENCOUNTERED, MAKE PROVISIONS TO AVOID THEM. SUPPORT RACEWAYS MINIMUM 3 IN. ABOVE BOTTOM OF TRENCH BEFORE POURING. FURNISH AND INSTALL PRECAST CONCRETE, PLASTIC OR FIBER SPACERS. STAGGER COUPLINGS. WHEN CONCRETE IS SPECIFIED, SECURELY TIE RACEWAYS IN PLACE TO PREVENT FLOATING. POUR CONCRETE AS SOON AS POSSIBLE AFTER PLACING AND SECURING OF RACEWAYS. PULL IRON -SHOD MANDREL, NOT MORE THAN 1/4 IN. SMALLER THAN BORE OF RACEWAY TO REMOVE CONCRETE AND OTHER OBSTRUCTIONS. CLEAN RACEWAY BY DRAWING THROUGH PROPERLY SIZED CYLINDRICAL BRUSHES AS MANY TIMES AS NECESSARY TO REMOVE DIRT. CONCRETE ENVELOPES SHALL CONTAIN REINFORCING RODS WHEREVER NON-METALLIC RACEWAYS ARE USED. REINFORCING SHALL BE CONTINUOUS RUNS OF NO.4 DEFORMED RODS LOCATED IN ALL FOUR CORNERS AS WELL AS TOP AND BOTTOM OF ENVELOPE BETWEEN EACH RACEWAY. IN LOCATIONS WHERE NON-METALLIC RACEWAYS ARE USED, CHANGE TO HEAVY WALL METALLIC CONDUIT (RMC) OF SAME INTERNAL DIAMETER BEFORE RISING OUT OF GROUND AND AT BENDS/ELBOWES; PROVIDE METALLIC CONDUIT ELBOWS AT CONDUIT RISE. CARRY CONCRETE ENVELOPE TO A POINT 12 IN. MINIMUM ABOVE GRADE OR FLOOR SLAB AT RISE POINT IF ALLOWED BY SITE CONDITIONS AND EQUIPMENT TO BE INSTALLED. SLOPE TOP OF CONCRETE AWAY FROM RACEWAY, CHAMFER EDGES. CAP ALL EMPTY CONDUITS WATERTIGHT. PLACE CONDUIT IN STRAIGHT LINES. SEAL, COMPLETELY WATERPROOF, ALL DUCT JOINTS BEFORE ENCASEMENT. PLACE DIRECT -BURY CONDUIT TIER -BY -TIER METHOD, BACKFILLING EACH LAYER TO ACHIEVE PROPER SPACING UTILIZING SUITABLE ENCASEMENT MATERIAL. TRENCH BACKFILL SHALL BE IN 6" LIFTS MAXIMUM AND COMPACTING BETWEEN. BACKFILL TO BE EXCAVATED MATERIAL WITH ROCK AND ORGANIC MATERIAL REMOVED. FOR GRASS LOCATIONS PROVIDE 8" MINIMUM OFF SITE TOPSOIL (NYSDOT 0713.01) AND SEED TO MATCH THE EXISTING. OTHER SURFACES SHALL BE RETURNED TO THE ORIGINAL OR BETTER CONDITION TO THE EXISTING SURROUNDING. ELBOWS SHALL HAVE A MINIMUM RADIUS OF 42 IN. FOLLOW PROPER LOW TEMPERATURE INSTALLATION PROCEDURES AS RECOMMENDED BY RACEWAY MANUFACTURER. PROVIDE DETECTABLE MARKING TAPE IN SOIL ABOVE ALL DUCTBANK SAND BURIED CONDUIT. REPAIR OR REPLACE ALL EXISTING UTILITIES AND FACILITIES DAMAGE, DUE TO DUCTBANK INSTALLATION, AS PART OF CONTRACT. WHERE RACEWAYS PASS BETWEEN EXTERIOR AND INTERIOR AND TERMINATE IN BUILDING, SWITCHGEAR, PULLBOX, ETC. PROVIDE CONDUIT SEALING BUSHING (O-Z GEDNEY CSB OR APPROVED EQUAL) IN EACH RACEWAY TO FILL ALL VOIDS AROUND CONDUIT AND CABLES. UPSIZE THE CONDUIT AS NEEDED FOR SUITABLE SEALING BUSHING. WIRING METHODS: 1. CONDUCTORS SHALL NOT BE INSTALLED UNTIL RACEWAY SYSTEM, INCLUDING ALL OUTLETS, CABINETS, BUSHINGS AND FITTINGS, IS COMPLETED. VERIFY THAT ALL WORK OF OTHER TRADES WHICH MAY CAUSE CONDUCTOR DAMAGE IS COMPLETED. USE ONLY U.L. APPROVED CABLE LUBRICANTS WHEN NECESSARY. DO NOT USE MECHANICAL MEANS TO PULL CONDUCTORS NO. 8 OR SMALLER. 2. IN GENERAL, CONDUCTORS SHALL BE THE SAME SIZE FROM THE LAST PROTECTIVE DEVICE TO THE LOAD. 3. ALL WIRING SYSTEMS SHALL BE PROPERLY GROUNDED AND CONTINUOUSLY POLARIZED THROUGHOUT, FOLLOWING THE COLOR -CODING SPECIFIED. CONNECT BRANCH CIRCUIT WIRING AT PANELBOARDS, AS REQUIRED, IN ORDER TO PROVIDE A "BALANCED" THREE-PHASE LOAD ON FEEDERS. 4. PROVIDE INSULATED GREEN GROUND CONDUCTOR IN EACH BRANCH CIRCUIT. 5. ALL FEEDER CONNECTIONS SHALL BE MADE TO BUS AND OTHER EQUIPMENT USING SOLDERLESS, PRESSURE TYPE TERMINAL LUGS. 6. BRANCH CIRCUITS CONNECTED TO A 20A CIRCUIT BREAKER SHALL BE SIZED AS INDICATED EXCEPT FOR LENGTHS EXCEEDING 75 FT. FOR CIRCUITS LONGER THAN 75 FT. TO 100 FT. UTILIZE NO. 10 AWG CONDUCTORS (LINE, NEUTRAL AND GROUND) AND FOR CIRCUITS FROM 100 FT. TO 150 FT. UTILIZE NO.8 AWG (LINE, NEUTRAL AND GROUND) UNLESS OTHERWISE INDICATED. CONDUIT SIZE SHALL BE MODIFIED IN ACCORDANCE WITH THE NEC. 7. FOR SPLICES AND TAPS, NO. 10 AWG AND SMALLER, USE SOLDERLESS "TWIST ON" CONNECTORS HAVING SPIRAL STEEL SPRING AND INSULATED WITH A VINYL CAP AND SKIRT. 8. FOR SPLICES AND TAPS, NO. 8 AND LARGER, USE INSULATED SOLDERLESS SET SCREW AL/CU OR HYDRAULICALLY COMPRESSED SLEEVE FITTINGS SUITABLE FOR THE INTENDED USE. 9. USE CAST CONNECTIONS FOR GROUND CONDUCTORS. 10. PROVIDE MINIMUM 6 IN. OF SPARE/SLACK OF EACH CONDUCTOR IN EACH JUNCTION OR PULL BOX AND TERMINATION. 11. MAKE ALL SPLICES AND CONNECTIONS IN ACCESSIBLE BOXES AND CABINETS ONLY. 12. COVER UNINSULATED SPLICES, JOINTS, AND FREE ENDS OF CONDUCTOR WITH RUBBER AND FRICTION TAPE OF PVC ELECTRICAL TAPE. PLASTIC INSULATING CAPS MAY SERVE AS INSULATION. HEAT SHRINK SLEEVES SHALL BE ACCEPTABLE FOR CRIMP TYPE SPLICES. 13. ON TERMINATION AT BRANCH CIRCUIT OUTLETS, LEAVE A MINIMUM OF 8 IN. FREE CONDUCTOR FOR INSTALLATION OF DEVICES AND FIXTURES. 14. FEEDER CONDUCTORS SHALL BE CONTINUOUS FROM POINT OF ORIGIN TO LOAD DISTRIBUTION PANELBOARDS, TO TOP OF 72 IN. TERMINATION WITHOUT SPLICE. IF THIS IS NOT PRACTICAL, CONTACT THE OWNER'S BACKBOX REPRESENTATIVE AND RECEIVE WRITTEN APPROVAL FOR SPLICING PRIOR TO INSTALLATION OF FEEDER(S). WHERE FEEDER CONDUCTORS PASS THROUGH TERMINAL CABINETS, CONTROL CABINETS, 72 IN. JUNCTION AND PULL BOXES, BIND AND LACE CONDUCTORS OF EACH FEEDER TO TOP OF BACKBOX TOGETHER. FOR PARALLEL SETS OF CONDUCTORS, MATCH LENGTHS OF CONDUCTORS AS NEAR EQUAL AS POSSIBLE. DISCONNECT SWITCHES, MOTOR STARTERS, 48 IN. ENCLOSED CIRCUIT BREAKERS. 15. BRANCH CIRCUIT CONDUCTORS INSTALLED IN PANELBOARDS, AND CONTROL CONDUCTORS INSTALLED IN CONTROL CABINETS AND PANELS SHALL BE NEATLY "TY-RAPS" 2, WHERE STRUCTURAL OR OTHER INTERFERENCES PREVENT COMPLIANCE WITH BOUND TOGETHER USING OR EQUAL. MOUNTING HEIGHTS LISTED ABOVE, CONSULT OWNER'S REPRESENTATIVE FOR 16. LIGHTING FIXTURES, DETECTORS, ETC., IN MECHANICAL EQUIPMENT, BOILER AND APPROVAL TO CHANGE LOCATION BEFORE INSTALLATION. PUMP ROOMS SHALL BE INSTALLED WITH EXPOSED WIRING AFTER EQUIPMENT, DUCTWORK, PIPING, ETC., ARE IN PLACE. IN GENERAL, LIGHTING SHALL BE AS J. HANGERS AND SUPPORTS: LOCATED ON THE DRAWINGS; WHERE CONFLICTS EXIST, LOCATE LIGHTS FOR BEST 1. PROVIDE STEEL ANGLES, CHANNELS AND OTHER MATERIALS NECESSARY FOR THE DISTRIBUTION. PROPER SUPPORT AND ERECTION OF MOTOR STARTERS, DISTRIBUTION 17. PROVIDE CABLE/CONDUCTOR VERTICAL SUPPORT IN ACCORDANCE WITH THE NEC. PANELBOARDS, LARGE DISCONNECT SWITCHES, LARGE CIRCUIT BREAKERS, PENDANT MOUNTED LIGHTING FIXTURES, ETC. 18. HANDHOLES: 2. PANELBOARDS, DISCONNECT SWITCHES, CIRCUIT BREAKERS, CABINETS, LARGE PULL a. PROVIDE CABLE RACKS, AND SECURELY FASTEN ALL CABLES. SUPPORT BOXES, ADJUSTABLE SPEED DRIVES, CABLE SUPPORT BOXES AND STARTERS SHALL STANCHIONS SHALL BE SPACED 3 FT. APART MAXIMUM. BE SECURED TO THE BUILDING STRUCTURE AND NOT SUPPORTED FROM CONDUITS. SMALL PANELBOARDS, ETC., AS APPROVED BY OWNER'S REPRESENTATIVE, MAY BE b. PROVIDE SEPARATION OF CONDUCTORS OF DIFFERENT SYSTEMS PER NEC SUPPORTED ON WALLS. RACKS FOR SUPPORT OF CONDUITS AND HEAVY ELECTRICAL REQUIREMENTS. EQUIPMENT SHALL BE SECURED TO BUILDING CONSTRUCTION BY SUBSTANTIAL STRUCTURALSUPPORTS. C. PITCH ALL RACEWAYS TOWARD THE HANDHOLE. K. IDENTIFICATION: d. MORTAR AND BRICK THE THROATS OF HANDHOLES TO GRADE LEVEL. SET COVER RIM TO 1 IN. ABOVE GRASS AREAS AND FLUSH WITH FINISHED AREAS. 1. PROVIDE ENGRAVED LAMICOID IDENTIFICATION NAMEPLATES ON SWITCHBOARDS, WATERPROOF THROAT WITH ELASTIC BITUMINOUS PLASTIC CEMENT COATING. MAIN SERVICE DISCONNECTS, TRANSFER SWITCHES, MOTOR CONTROL CENTERS AND ON ALL PANELBOARDS USING DESIGNATION SHOWN IN PANELBOARD SCHEDULE. E. OUTLET BOXES: INCLUDE VOLTAGE, PHASE, EQUIPMENT SERVED, VOLTAGE SOURCE TO PANEL OR EQUIPMENT. 1. CONSIDER LOCATION OF OUTLETS SHOWN ON DRAWINGS AS APPROXIMATE ONLY. STUDY ARCHITECTURAL, PROCESS PIPING, MECHANICAL, PLUMBING, STRUCTURAL, 2. PROVIDE ENGRAVED LAMICOID IDENTIFICATION NAMEPLATES FOR EACH CIRCUIT ROUGHING -IN, ETC., DRAWINGS AND NOTE SURROUNDING AREAS IN WHICH EACH BREAKER IN THE MAIN DISTRIBUTION PANEL LISTING THE PANELBOARD OR EQUIPMENT OUTLET IS TO BE LOCATED. LOCATE OUTLET SO THAT WHEN FIXTURES, MOTORS, CONNECTED TO EACH DEVICE. CABINETS, EQUIPMENT, ETC., ARE PLACED IN POSITION, OUTLET WILL SERVE ITS DESIRED PURPOSE. WHERE CONFLICTS ARE NOTED BETWEEN DRAWINGS, CONTACT 3. PROVIDE ENGRAVED LAMICOID IDENTIFICATION NAMEPLATES ON ALL ITEMS OF OWNER'S REPRESENTATIVE FOR DECISION PRIOR TO INSTALLATION. COMPLY WITH EQUIPMENT INCLUDING INDIVIDUAL CIRCUIT BREAKER ENCLOSURES AND DISCONNECT THE NEC RELATIVE TO POSITION OF OUTLET BOXES IN FINISHED CEILINGS AND WALLS. SWITCHES, LISTING THE EQUIPMENT CONNECTED TO THE PARTICULAR DEVICE PROVIDED UNDER SPECIFICATION SECTION 262000, INCLUDING, BUT NOT LIMITED TO: 2. PRIOR TO INSTALLATION, RELOCATE ANY OUTLET LOCATION A DISTANCE OF 5 FT. IN STARTERS, DISCONNECT SWITCHES, ADJUSTABLE SPEED DRIVES, CIRCUIT BREAKERS, ANY DIRECTION FROM LOCATION INDICATED ON DRAWINGS IF SO DIRECTED BY THE ETC. INCLUDE VOLTAGE, PHASE, EQUIPMENT SERVED, VOLTAGE SOURCE TO PANEL OWNER'S REPRESENTATIVE. PRIOR TO COMPLETION OF WALL CONSTRUCTION, OR EQUIPMENT. ADJUST VERTICAL HEIGHT OF ANY OUTLET FROM HEIGHT INDICATED IF SO DIRECTED BY OWNER'S REPRESENTATIVE. THE ABOVE MODIFICATIONS SHALL BE MADE AT NO 4. PROVIDE COMPLETE TYPE WRITTEN DIRECTORY FOR EACH PANELBOARD LISTING ADDITIONAL COST TO THE OWNER. ROOM NUMBER, FUNCTION, ETC., FOR EACH CIRCUIT BREAKER. DIRECTORY SHALL BE PLACED IN A PLASTIC CLEAR SLEEVE IN THE INTERIOR OF THE PANELBOARD DOOR. 3. WHERE OUTLETS AT DIFFERENT MOUNTING HEIGHTS ARE INDICATED ON DRAWINGS PROVIDE TYPE WRITTEN UPDATED PANELBOARD DIRECTORIES FOR EXISTING ADJACENT TO EACH OTHER (DUE TO LACK OF PHYSICAL SPACE TO SHOW SYMBOL ON PANELBOARDS AFFECTED BY THIS WORK. DRAWINGS), INSTALL OUTLETS ON A COMMON VERTICAL LINE. 5. IDENTIFY JUNCTION AND PULLBOXES FOR PARTICULAR SERVICE AND CIRCUIT SUCH AS 4. WHERE SWITCH OUTLETS ARE SHOWN ADJACENT TO STRIKE SIDE OF DOOR, LOCATE POWER, EMERGENCY POWER, LIGHTING, FIRE ALARM, TELEPHONE, INTERPHONE, EDGE OF OUTLET BOX APPROXIMATELY 3 IN. FROM DOOR FRAME. PUBLIC ADDRESS, NURSE CALL, ETC. USING STENCIL LETTERING ON COVER. 5. OUTLET BOXES IN SEPARATE ROOMS SHALL NOT BE INSTALLED "BACK-TO-BACK" 6. USING ADHESIVE BACKED PRINTED TAPE LABEL (WHITE BACKGROUND, BLACK WITHOUT THE APPROVAL OF THE OWNER'S REPRESENTATIVE. LETTERING) ALL RECEPTACLE AND SWITCH COVERPLATES, POWER POLES, ETC. LISTING PANEL DESIGNATION AND CIRCUIT NUMBER. TAPE SHALL BE ATTACHED TO 6. OUTLET BOXES SHALL BE SIZED TO ACCOMMODATE THE WIRING, SPLICES AND OUTSIDE OF RECEPTACLE OR SWITCH COVERPLATES. DEVICE(S) TO BE INSTALLED IN ACCORDANCE WITH THE NEC. L. SPARE PARTS: 7. OUTLET BOXES INSTALLED 1N PLASTER, GYPSUM BOARD OR WOOD PANELED HOLLOW CAVITY WALLS SHALL BE INSTALLED FLUSH WITH RAISED PLASTER COVERS OR RAISED 1. DELIVER TO OWNER AND OBTAIN RECEIPT FOR SPARE PARTS INCLUDING KEY TILE COVERS. BOXES SHALL BE MECHANICALLY FASTENED AND SUPPORTED BY TWO SWITCHES, FUSES, ETC. (2) ADJACENT STRUCTURAL MEMBERS (STUDS) WITH CROSS BRACKETS (GARVIN INDUSTRIES MODEL BMB OR APPROVED EQUAL). 3.2 TESTS 8. OUTLET BOXES INSTALLED IN TILE, BRICK OR CONCRETE BLOCK WALLS SHALL BE A. BRANCH CIRCUITS SHALL BE TESTED DURING INSTALLATION FOR CONTINUITY AND INSTALLED FLUSH AND HAVE EXTRA -DEEP TYPE RAISED TILE COVERS OR SHALL BE IDENTIFICATION AND SHALL PASS OPERATIONAL TESTS TO DETERMINE THAT ALL CIRCUITS 3-1/2 IN. DEEP BOXES WITH SQUARE CORNERS AND DIMENSIONS TO ACCOMMODATE PERFORM THE FUNCTION FOR WHICH THEY ARE DESIGNED. FOR ALL FEEDER AND EXTERIOR CONDUCTORS INSTALLED. BRANCH CIRCUIT WIRING RATED 600 VOLTS OR LESS, PROVIDE 1,000 VOLT "MEGGER" INSULATION TEST PRIOR TO ENERGIZING FEEDERS. USE A 1,000-VOLT MOTOR DRIVEN 9. SURFACE CEILING MOUNTED OUTLET BOXES SHALL BE MINIMUM 4 IN. SQUARE, 1-1/2 IN. MEGGER FOR ALL TESTS. TEST VOLTAGE SHALL BE APPLIED UNTIL READINGS REACH A DEEP, GALVANIZED SHEET METAL. CONSTANT VALUE, AND UNTIL THREE (3) EQUAL READINGS, EACH ONE (1) MINUTE APART, ARE OBTAINED. MINIMUM MEGGER READING SHALL BE 45 MEGOHMS FOR FEEDER CONDUCTORS. 10. SURFACE WALL MOUNTED OUTLET BOXES SHALL BE CAST TYPE BOXES. DOCUMENT TEST RESULTS AND SUBMIT FOR APPROVAL PRIOR TO ENERGIZING CONDUCTORS. 11. FLOOR OUTLET BOXES SHALL BE INSTALLED FLUSH WITH FINISHED FLOOR, ADJUST END OF SECTION LEVEL AND TILE AS REQUIRED_ WHERE FINISHED FLOOR IS TERRAZZO, PROVIDE BOXES SPECIFICALLY DESIGNED FOR INSTALLATION IN TERRAZZO. WHERE FLOORS ARE TO RECEIVE CARPET OR FLOORING MATERIAL, COORDINATE WITH APPROPRIATE TRADE AND PROVIDE INSERT. RECTANGULAR COVERS SHALL BE PARALLEL AND PERPENDICULAR WITH THE BUILDING OR, IF USED, FLOOR TILEIFLOOR JOINTS/PATTERN. COORDINATE COVER TYPE WITH THE FLOORING AND DEVICE TYPE. 12. INSTALL A DEVICE COVER PLATE OVER EACH AND EVERY OUTLET INDICATED ON DRAWINGS. DO NOT INSTALL PLATES UNTIL PAINTING, CLEANING AND FINISHING OF SURFACES SURROUNDING THE OUTLET ARE COMPLETE. INSTALL SINGLE ONE-PIECE MULTI -GANG COVERS OVER MULTI -GANG DEVICES. F. RECEPTACLES: 1. GROUND OPENING SHALL BE UP FOR VERTICAL INSTALLATION AND ON THE LEFT FOR HORIZONTAL INSTALLATION. G. TOGGLE SWITCHES: 1. SWITCHES SHALL BE INSTALLED IN ACCESSIBLE LOCATIONS NEAR ROOM/SPACE ENTRYWAY(S). 2. PROVIDE LIGHTED HANDLE SWITCHES IN MECHANICAL ROOMS, ELEVATOR PITS, ELECTRIC ROOMS, ETC. 3. SWITCHES SHALL HAVE NEUTRAL PULLED THROUGH THE BOX EVEN IF NOT USED. H. JUNCTION AND PULL BOXES: 1. INSTALL JUNCTION AND PULL BOXES IN READILY ACCESSIBLE LOCATIONS. ACCESS TO BOXES SHALL NOT BE BLOCKED BY EQUIPMENT, PIPING, DUCTS AND THE LIKE. PROVIDE ALL NECESSARY JUNCTION OR PULL BOXES REQUIRED DUE TO FIELD CONDITIONS AND SIZE AS REQUIRE BY THE NATIONAL ELECTRICAL CODE. 1. EQUIPMENT MOUNTING HEIGHTS: 1. UNLESS OTHERWISE NOTED, MOUNT DEVICES AND EQUIPMENT AT HEIGHTS MEASURED FROM FINISHED FLOOR TO DEVICE/EQUIPMENT CENTERLINE AS FOLLOWS: TOGGLE SWITCHES (UP POSITION "ON") 46IN. WALL LIGHTING CONTROLS (DIMMER, DIGITAL 461N. SWITCH, ETC. RECEPTACLE OUTLETS (LONG DIMENSION 18 IN. VERTICAL, GROUND" POLE FARTHEST FROM FLOOR) RECEPTACLE OUTLETS ABOVE COUNTERS 8 IN. ABOVE COUNTERS RECEPTACLE OUTLETS, ABOVE HOT WATER 301N. OR STEAM BASEBOARD HEATERS. DO NOT INSTALL RECEPTACLE OUTLETS ABOVE ELECTRIC BASEBOARD HEATERS RECEPTACLE OUTLETS, HAZARDOUS AREAS; 48 IN. ALSO FOR REFRIGERATORS RECEPTACLE OUTLETS, WEATHERPROOF, 24 IN. ABOVE -GRADE TELEPHONE OUTLETS 18 IN. TELEPHONE OUTLETS, WALL MOUNTED 461N. T.V. OUTLET 18 IN. ARCHITECTS, P.C. nD rf U If U Fo-) E �NUFff-ifloFD1 3 1LrD AN H [M." 307 Washington Avenue Albany, New York 12206 USA vv.DDArch.com http://vvwvv.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK WAVE POOL BUILDING 512 MAIN STREET WEST YARMOUTH, MA 02673 ENGiNEEPiNG Mechanical/Efectricat Engineering Consultants Capita3Diwi,1 i Rochester I Buffalo I Syracuse 433 STATE STREET, SUITE 410 . +ate 518,W2171 SG4tENECTADY, NY 1230-1 www.mee. }incrring.can S PL,tA OF Mgss O q gJA E y� g HA EL o C H c .4 29 /STEe� ONAL DDA PROJECT #21-008 Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 2/10/22 Drawn CJE Project Manager BAB P.I.C. SZE SHEET TITLE ELECTRICAL SPECIFICATIONS SHEET NUMBER E004 N m L K J H G E E D G B A 1 I 2 3 4 5 6 7 8 9 10 1 1 1 12 1 13 1 14 1 15 cD 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. I 2 3 SECTION 260526 - GROUNDING PART 1 - GENERAL 1.1 DESCRIPTION N A. PROVIDE GROUNDING SYSTEM EQUAL TO OR EXCEEDING THE REQUIREMENTS OF NEC AND AS INDICATED IN THE CONTRACT DOCUMENTS. RACEWAY SYSTEM WHICH INCLUDES METAL CONDUIT, WIREWAYS, PULLBOXES, JUNCTION BOXES, BUSWAY, WIRE WAYS, CABLE TRAYS, ENCLOSURES, MOTOR FRAMES, ETC., SHALL BE MADE TO FORM A CONTINUOUS, CONDUCTING PERMANENT GROUND CIRCUIT OF THE LOWEST PRACTICAL IMPEDANCE TO ENHANCE THE SAFE CONDUCTION OF GROUND FAULT CURRENTS AND TO PREVENT OBJECTIONABLE DIFFERENCES IN VOLTAGE BETWEEN METAL NONLOAD CURRENT CARRYING PARTS OF THE ELECTRICAL SYSTEM. B. PROVIDE SOLID GROUNDING OF BUILDING STRUCTURES AND ELECTRICAL AND COMMUNICATIONS SYSTEMS AND EQUIPMENT. IT INCLUDES BASIC REQUIREMENTS M FOR GROUNDING FOR PROTECTION OF LIFE, EQUIPMENT, CIRCUITS AND SYSTEMS. TYPES OF GROUNDING SYSTEMS INCLUDE THE FOLLOWING: 1. ELECTRICAL SERVICE AND TRANSFORMER GROUNDING 2. BUILDING GROUNDING 3. EQUIPMENT ROOM GROUND TERMINAL BAR 4. ELECTRICAL EQUIPMENT GROUNDING 1.2 QUALITY ASSURANCE A. ALL METHODS OF CONSTRUCTION, DETAILS OF WORKMANSHIP THAT ARE NOT SPECIFICALLY DESCRIBED OR INDICATED IN THE CONTRACT DOCUMENTS, SHALL BE L SUBJECT TO THE CONTROL AND APPROVAL OF THE OWNER'S REPRESENTATIVE. EQUIPMENT AND MATERIALS SHALL BE OF THE QUALITY AND MANUFACTURE INDICATED IN THEIR RESPECTIVE SECTIONS OF THE SPECIFICATIONS. THE EQUIPMENT SPECIFIED IS BASED UPON THE ACCEPTABLE MANUFACTURERS LISTED. EQUIPMENT TYPES, DEVICE RATINGS, DIMENSIONS. ETC., CORRESPOND TO THE NOMENCLATURE DICTATED BY THOSE MANUFACTURERS. WHERE "OR EQUAL" IS STATED, EQUIPMENT SHALL BE EQUIVALENT IN EVERY WAY TO THAT OF THE EQUIPMENT SPECIFIED AND SUBJECT TO APPROVAL. ALL EQUIPMENT SHALL BE TESTED AT THE FACTORY. UNLESS SPECIFIED ELSEWHERE, STANDARD FACTORY INSPECTION AND OPERATIONAL TESTS WILL BE ACCEPTABLE. B. ELECTRICAL COMPONENTS, DEVICES AND ACCESSORIES: LISTED AND LABELED AS K DEFINED IN THE NEC BY NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL) AND MARKED FOR INTENDED USE. C. COMPLY WITH UL 467 FOR GROUNDING AND BONDING MATERIALS AND EQUIPMENT. 1.3 REQUIREMENTS A. GROUNDING CONDUCTORS, BONDING CONDUCTORS, JUMPERS, GROUNDED CONDUCTORS, ETC. SHALL BE SIZED IN ACCORDANCE WITH THE NEC. B. EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE J MANUFACTURER'S RECOMMENDATIONS. 1.4 SUBMITTALS A. PROVIDE SUBMITTALS FOR THE FOLLOWING 1. GROUND RODS AND CONNECTORS. 2. BUILDING GROUND RESISTANCE TEST RESULTS. PART 2 - PRODUCTS H .1 MATERIALS A. CONDUCTORS: 1. EXPOSED GROUNDING COMPONENTS SUCH AS BARS, STRAPS, CABLES, FLEXIBLE JUMPERS, BRAIDS, SHUNTS, ETC., SHALL BE BARE COPPER UNLESS OTHERWISE INDICATED. 2. GROUNDING CONDUCTORS IN RACEWAY WITH 600V CIRCUITING SHALL BE INSULATED TO MATCH THE CIRCUIT CONDUCTORS WITH GREEN COLOR. 3. GROUNDING CONDUCTORS USED WITH SYSTEM VOLTAGE GREATER THAN 1000V SHALL BE BARE UNLESS OTHERWISE INDICATED. v 4. GROUNDING CONDUCTOR SIZE SHALL BE AS INDICATED OR AS REQUIRED BY THE NEC WHICHEVER IS LARGER, STRANDED, SOFT DRAWN OR SOFT ANNEALED COPPER, UNLESS OTHERWISE INDICATED. SIZING SHALL TAKE INTO ACCOUNT CIRCUIT VOLTAGE DROP. 5. ACCEPTABLE MANUFACTURERS: a. SAME MAKE AS FOR 600 VOLT CONDUCTORS. B. GROUND RODS: F 1. PROVIDE SOLID COPPER OR COPPER CLAD STEEL CYLINDRICAL RODS, 3/4 IN. MINIMUM DIAMETER AND MINIMUM 10 FT. LONG WITH POINTED END. PROVIDE UNITS SUITABLE FOR EXTENSION CONNECTION WHEN GROUND RODS LONGER THAN 10 FT. ARE INDICATED. 2. ACCEPTABLE MANUFACTURERS: a. COPPERWELD b. ERICO C. BURNDY d. APPROVED EQUAL. E C. CONNECTORS, CLAMPS AND TERMINALS: 1. MECHANICAL CONNECTORS AND CLAMPS SHALL BE MADE OF COPPER ALLOY OR SILICON BRONZE. SOLDERLESS COMPRESSION TERMINALS SHALL BE COPPER, LONG -BARREL, NEMA TWO BOLT. BOLTS AND WASHERS (BELLEVILLE) SHALL BE OF COMPARABLE MATERIAL OR STAINLESS STEEL. a. ACCEPTABLE MANUFACTURERS: 1) BURNDY 2) HUBBELL ANDERSON CORP. D 3) THOMAS & BETTS 4) APPROVED EQUAL 2. EXOTHERMIC WELDS: a. PROVIDE EXOTHERMIC WELDS DESIGNED FOR SIZE AND TYPE OF INTENDED CABLE, RODS, STRUCTURE, ETC. SOLDER PROHIBITED FOR CONNECTIONS, EXCEPT FOR MEDIUM AND HIGH VOLTAGE CABLE METALLIC TAPE SHIELDS (UTILIZE MECHANICAL AND SOLDER). b. ACCEPTABLE MANUFACTURERS: C 1) ERICO "CADWELD" 2) BURNDY'THERMOWELD" 3) APPROVED EQUAL 3. PIPE CLAMP: a. PIPE CLAMP FOR BONDING TO PIPE TYPE ELECTRODE (WATER PIPE, ETC.) SHALL BE A SUITABLY SIZED COPPER ALLOY CLAMP. b. ACCEPTABLE MANUFACTURERS: 1) BURNDY GAR-BU B 2) O-Z GEDNEY TYPE CG 3) BURNDY "DURIUM" 4) AFL GLOBAL "EVERDUR" 5) APPROVED EQUAL 4. FLEXIBLE STRAP: a. FLEXIBLE GROUNDING STRAPS SHALL BE OF BRAIDED HIGH CONDUCTIVITY COPPER WITH TWO HOLE CONNECTOR. STRAP SHALL HAVE EQUAL TO OR GREATER THAN AMPACITY OF THE SYSTEM IT IS BONDING TO. STRAP SHALL PROVIDE FLEXIBILITY IN ALL DIRECTIONS WHEN INSTALLED PROPERLY. b. ACCEPTABLE MANUFACTURERS: 1) BURNDY 2) OZ GEDNEY 3) APPROVED EQUAL 1 2 3 4 5 1 6 7 PART 3 - EXECUTION 3.1 INSTALLATION A. GROUNDING CONDUCTORS: 1. PROVIDE GROUNDING CONDUCTOR(S) WITH ALL POWER CIRCUITS. CONDUCTOR SHALL BE SIZED AS INDICATED OR AS REQUIRED BY THE NEC AS A MINIMUM AND SHALL BE TERMINATED ON THE EQUIPMENT, DEVICE, ENCLOSURE, ETC. GROUNDING TERMINAL. CONDUCTOR SIZE SHALL BE FOR THE ENTIRE LENGTH UNLESS APPROVED BY THE ENGINEER WHERE OVERSIZED FOR VOLTAGE DROP. 2. CONDUCTORS ABOVE GRADE TO GROUND ELECTRODES (WATER PIPING, STRUCTURAL COLUMN, ETC.) AND TO EQUIPMENT (SERVICE ENTRANCE, GROUND BARS, GROUND HALOS, ETC.) SHALL BE INSTALLED IN METALLIC CONDUIT WITH ENDS BONDED TO THE CONDUIT. 3. GROUNDING CONDUCTORS SHALL BE INSTALLED TO HAVE A MINIMUM RADIUS OF 3 IN. 4. GROUNDING CONDUCTORS IN A RACEWAY SYSTEM SHALL BE TERMINATED/BONDED TO EACH BOX, CABINET, ENCLOSURE, ETC. THROUGH WHICH IT PASSES OR TERMINATES. 5. GROUNDING CONDUCTORS ROUTED WITH UNDERGROUND CIRCUITS SHALL BE BONDED TO EACH GROUND ELECTRODE AND METALLIC CABLE SUPPORT SYSTEM WITHIN THE RACEWAY SYSTEM INCLUDING PULL AND ACCESS LOCATIONS. 6. STRANDED CONDUCTORS PENETRATING VAPOR BARRIERS, FOUNDATIONS, SLAB ON GRADE AND WATER STOP MEMBRANES SHALL HAVE THE INTERSTITIAL SPACES BETWEEN STRANDS FILLED WITH SOLDER 4 IN. BEYOND THE MEMBRANE EACH SIDE. THE CONDUCTOR SHALL BE SEALED TO THE MEMBRANE WITH A MANUFACTURER APPROVED METHOD. B. RACEWAY SYSTEMS: 1. ALL METAL SUPPORTS, CABLE TRAYS, MESSENGER CABLES, FRAMES, SLEEVES, BRACKETS, BRACES, ETC. FOR THE RACEWAY SYSTEM, PANELS, SWITCHES, BOXES, STARTERS CONTROLS, ETC., WHICH ARE NOT RIGIDLY SECURED TO AND IN CONTACT WITH THE RACEWAY SYSTEM, OR WHICH ARE SUBJECT TO VIBRATION AND LOOSENING, SHALL BE BONDED TO THE RACEWAY SYSTEM. 2. TERMINATION OF RIGID CONDUIT AT ALL BOXES, CABINETS, AND ENCLOSURES SHALL BE MADE UP TIGHTLY WITH A DOUBLE LOCKNUT ARRANGEMENT AND A BUSHING, BUSHINGS BEING OF THE INSULATED TYPE. UTILIZE GROUNDING BUSHINGS AS SPECIFIED ELSEWHERE IN THESE SPECIFICATIONS. 3. CONDUIT WHICH RUNS TO OR FROM BOXES, CABINETS, OR ENCLOSURES HAVING CONCENTRIC OR ECCENTRIC KNOCKOUTS WHICH PARTIALLY PERFORATE THE METAL AROUND THE CONDUIT AND HENCE IMPAIR THE CONTINUITY OF SYSTEM GROUND CIRCUITS SHALL BE PROVIDED WITH BONDING JUMPERS CONNECTED BETWEEN A GROUNDING TYPE BUSHING/LOCKNUT ON THE CONDUIT AND A GROUND BUS OR STUD INSIDE THE BOX, CABINET, OR ENCLOSURE AND ATTACHED THERETO. 4. CONDUIT EXPANSION JOINTS AND TELESCOPING SECTIONS OF METAL RACEWAYS SHALL BE PROVIDED WITH BONDING JUMPERS SIZED IN ACCORDANCE WITH THE NEC. C. GROUND RODS: 1. GROUND RODS SHALL BE DRIVEN VERTICALLY THE FULL LENGTH PLUS 24 IN., MINIMUM. 2. GROUND RODS SHALL BE LOCATED IN VIRGIN SOIL OR LOAMY COMPACTED SOIL. 3. PROVIDE ONE (1), MINIMUM, GROUND ROD INSPECTION TEST WELL FOR EACH GROUND ROD/ELECTRODE SYSTEM OR AS INDICATED. D. CONNECTORS CLAMPS AND TERMINALS: 1. CONNECTORS UTILIZED ABOVE GRADE IN DRY ACCESSIBLE LOCATIONS SHALL BE MECHANICAL OR EXOTHERMIC TYPE. 2. CONNECTORS IN DAMP LOCATIONS, BELOW GRADE OR IF NOT INDICATED SHALL BE EXOTHERMIC TYPE. 3. CLEAN THE AREA NEAR THE CONNECTING SURFACES PRIOR TO ANY CONNECTION TO ENSURE EFFECTIVE CONTACT. CLEANING SHALL BE TO THE BARE METAL. WIRE BRUSH AREA IF NEEDED TO REMOVE RUST SCALE PAINT, DIRT, ETC. TO EXPOSE BARE METAL. 4. EXOTHERMIC CONNECTIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND TESTED WITH HEAVY BLOW OF A FIVE POUND SLEDGE. E. FLEXIBLE STRAP: 1. FLEXIBLE STRAPS SHALL BE USED WHEN BONDING VIBRATING/MOVEABLE EQUIPMENT, WITH EXPANSION FITTINGS AND WHERE RECOMMENDED BY THE MANUFACTURER. 2. SUFFICIENT SLACK SHALL BE PROVIDED TO COMPENSATE FOR THE ANTICIPATED VIBRATION, MOVEMENT AND EXPANSION. F. GROUND GRID: 1. PROVIDE A GROUND ELECTRODE GRID CONSISTING OF A MINIMUM OF THREE (3) 10 FT. GROUND RODS ARRANGED IN A DELTA CONFIGURATION WITH A MINIMUM SPACING OF 20 FT. APART AND CONNECTED TOGETHER. 2. CONNECTING CONDUCTORS SHALL BE BARE #4/0 AWG MINIMUM, BURIED A MINIMUM OF 24 IN. BELOW GRADE. 3. CONNECT THE GROUND GRID TO THE BUILDING ELECTRIC SERVICE AND TO THE MAIN GROUND BAR. G. SECONDARY ELECTRICAL SYSTEMS: 1. THE NEUTRAL (GROUNDED) CONDUCTOR OF EACH LOW VOLTAGE, SINGLE AND/OR POLYPHASE SYSTEM OR DISTRIBUTION SYSTEM, EXCEPT SPECIAL ISOLATED DOUBLE INSULATED SYSTEMS, SHALL BE SOLIDLY CONNECTED TO GROUND AT THE TRANSFORMER NEUTRAL BUSHING, OR AT THE MAIN SECONDARY SWITCHGEAR TO THE SYSTEM GROUND, AND SHALL BE SIZED FOR CURRENT CARRYING CAPACITY, NOT TO BE LESS THAN AS REQUIRED BY THE NEC. GROUND CONNECTION SHALL BE TO THE BUILDING GROUNDING SYSTEM, BUILDING STEEL, BUILDING WATER SERVICE, BUILDING CONCRETE REINFORCEMENT AND AS INDICATED. 2. PROVIDE EQUIPMENT GROUNDING CONDUCTOR, GREEN COLORED INSULATION, WITH PHASE CONDUCTORS, TO PRIMARY SIDE OF ALL TRANSFORMERS RATED 600 VOLTS OR LESS CIRCUITED TO THE ENCLOSURE AND SECONDARY NEUTRAL BUSHING, TO ALL ELECTRICAL UTILIZATION AND DISTRIBUTION EQUIPMENT; INSULATION SHALL BE SAME TYPE AS PHASE CONDUCTORS. TRANSFORMER ENCLOSURES SHALL BE BONDED TO THE PRIMARY AND SECONDARY CIRCUIT GROUNDING CONDUCTOR. 3. EQUIPMENT GROUNDING CONDUCTORS SHALL EXTEND FROM THE POINT OF TERMINATION BACK TO THE GROUND BUS OF THE SOURCE PANELBOARD, SWITCHBOARD, TRANSFORMER, OR SWITCHGEAR. H. EQUIPMENT GROUNDING: 1. GROUNDING AND BONDING FOR PIPING 1. METAL WATER SERVICE PIPE: INSTALL INSULATED COPPER GROUNDING CONDUCTORS IN CONDUIT FROM BUILDING'S MAIN SERVICE EQUIPMENT OR GROUNDING BUS TO MAIN METAL WATER SERVICE ENTRANCES TO BUILDING. CONNECT GROUNDING CONDUCTORS TO MAIN METAL WATER SERVICE PIPES USING A BOLTED CLAMP CONNECTOR OR BY BOLTING A LUG -TYPE CONNECTOR TO A PIPE FLANGE USING ONE OF THE LUG BOLTS OF THE FLANGE. WHERE A DIELECTRIC MAIN WATER FITTING IS INSTALLED, CONNECT GROUNDING CONDUCTOR ON STREET SIDE OF FITTING. BOND METAL GROUNDING CONDUCTOR OR SLEEVE TO CONDUCTOR AT EACH END. 2. WATER METER PIPING: USE BRAIDED -TYPE BONDING JUMPERS TO ELECTRICALLY BYPASS WATER METERS. CONNECT TO PIPE WITH A BOLTED CONNECTOR. 4 5 6 7 8 ( 9 1 10 1 11 3. BOND EACH ABOVEGROUND PORTION OF GAS PIPING SYSTEM DOWNSTREAM FROM EQUIPMENT SHUTOFF VALVE. J. UNDERGROUND DISTRIBUTION: 1. MANHOLES AND HANDHOLES: PROVIDE A DRIVEN GROUND ROD THROUGH OPENING IN THE FLOOR/BOTTOM WITH 41N. EXPOSED. IF NECESSARY DUE TO THE SITE CONDITIONS, INSTALL THE GROUND ROD PRIOR TO MANHOLE/HANDHOLE INSTALLATION AND PROVIDE A #1/0AWG BARE CONDUCTOR FROM THE GROUND ROD WITH AN EXOTHERMIC CONNECTION IN THE MANHOLE/HANDHOLE. SEAL THE OPENING WITH WATERPROOF NONSHRINKING GROUT. 2. BOND EXPOSED PARTS WITHIN MANHOLE/HANDHOLE SUCH AS INSERTS, PULLING RINGS, CABLE RACKS, LADDERS AND CABLE SHIELDS TO THE GROUND ROD WITH #2AWG BARE CONDUCTOR MINIMUM. CONDUCTORS SHALL BE NEATLY INSTALLED AROUND THE PERIMETER OF THE UNIT AND SUPPORT 3 FT. ON CENTER WITH NON -CORROSIVE SUPPORT AND HARDWARE. 3.2 TESTS A. TEST THE BUILDING GROUND SYSTEM BEFORE BACKFILLING TO ENSURE CONTINUITY AND DETERMINE SYSTEM RESISTANCE VALUE. B. TESTING PROCEDURE SHALL BE A FALL OF POTENTIAL TYPE WITH A MOVING AUXILIARY ELECTRODE IN ACCORDANCE WITH IEEE STANDARD 142 AND REVIEWED/APPROVED BY THE ENGINEER. SUFFICIENT TEST POINTS SHALL BE TAKEN FOR ACCURATE RESISTANCE VALUE. C. MAKE RESISTANCE MEASUREMENTS IN DRY WEATHER, NO EARLIER THAN 48 HOURS AFTER RAINFALL. PROVIDE TABULATED TEST RESULTS INDICATING DISTANCE BETWEEN RODS AND RESISTANCE READINGS ON A PLOTTED GRAPH. D. TEST EACH GROUND ELECTRODE SYSTEM SEPARATELY PRIOR TO CONNECTION TO THE SYSTEM OR MAIN BUILDING GROUND BAR. TEST EACH SYSTEM GROUND ELECTRODE SYSTEM A SECOND TIME AFTER BACKFILLING HAS OCCURRED AND ALL FINAL CONNECTIONS (BUILDING STEEL, WATER SERVICE, ETC.) HAVE BEEN MADE. E. SOIL TYPE, DATE, TIME, METER MANUFACTURER/MODEL NUMBER, PERSON PERFORMING THE TEST, TEST WITNESSES AND MOST RECENT RAINFALL SHALL BE NOTED IN TEST SUBMITTAL. END OF SECTION 0 6*1 10 12 12 13 13 14 14 15 I HUE FD1 � 0 FD1 8 � L A H H � H� 307 Washington Avenue L Albany, New York 12206 USA http://vvvvvv.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK WAVE POOL BUILDING K 512 MAIN STREET WEST YARMOUTH, MA 02673 J ENGiNEEPiNG MechanicallElectrical Engineering Consultants Capital District I Rochester 1 Buffalo I Syracuse 433 STATE STREET, SUITE 410 518.5332171 3_HENECTADY NY 12305 _rueengine r g ccm OF o C RI 0 N .4 29 sSIONA� LNG DDA PROJECT #21-008 G Stamp I SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 2/10/22 F I III Drawn Projeci Manager P.I.C. JE BAB S7E SHEET TITLE 1. B ELECTRICAL SPECIFICATIONS SHEET NUMBER E005 1 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. A 1 15 1 3 1 4 5 1 6 1 5 1 8 1 9 10 1 11 1 12 13 1 14 1 15 N M J K FOOD SERVICE EQUIPMENT GENERAL NOTES 1. REFER TO 5HEET5 0001 AND A001 FOR ADDITIONAL INFORMATION. N 2. DO NOT SCALE ORAWING5. 3. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAAIN65 FOR ROUGH-IN5. CONTRACTOR r SHALL COORDINATE UTILITY ROUGH -IN LOCATIONS AND FINAL UTILITY CONNECTIONS WITH FINAL FOOD SERVICE EQUIPMENT SELECTION AND LOCATION. REFER TO F5E MANUFAGTURER5' 5PECIFICATION5 ARCH IT E C T S . P.C. FOR UTILITY REQUIREMENTS. 4. REFER TO ELECTRICAL DRAWING EQUIPMENT SCHEDULE FOR EQUIPMENT VOLTAGE REQUIREMENTS. lJME 5. REFER TO EQUIPMENT SCHEDULE FOR ALL FOOD SERVICE EQUIPMENT AND FOR GENERAL AR�J �► �J u REQUIREMENTS OF ADDITIONAL EQUIPMENT. REFER TO APPROVED F5E SUBMITTAL FOR FINAL M EQUIPMENT SELECTION TO COORDINATE FINAL UTILITIES. 6. COORDINATE INDIRECT FLOOR DRAIN LOCATIONS WITH FINAL EQUIPMENT SELECTIONS PRIOR TO ��,�✓1 INSTALLATION. NOTIFY ARCHITECT IMMEDIATELY OF ANY FIELD CONDITIONS PROHIBITING INSTALLATION OF DRAINS AND ASSOCIATED PLUMBING. LJ L n � n n n � � n 1. CONTRACTOR 15 TO PROVIDE ALL CONNECTIONS REQUIRED TO MAKE WORK COMPLETE AND WHOLE. �J W �u(w�f� I�Jj�\VI I I�Jn\VI� 5. PROVIDE COUNTERTOP SUPPORT PER MANUFAGTURER'5 RECOMMENDATIONS. 1. PAINT FINISH AT UNDERGOUNTER WOOD BLOCKING OR SUBSTRATE TO BE 5GRUBBAB307 Washington Avenue LE WHITE PAINT. J Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 CAPE COD INFLATABLE PARK BAR POOL K K1 EQUIPMENT SCHEDULE 518 Main St West Yarmouth, MA 02673 P3 P3 P3 Ilk P3 4 2'-3" X 5-0" HANGING 2'-3" X 5-0" HANGING P3 SHELF 1 1/4" THICK SHELF 1 1/4" THICK SUPPORTED BY 1 1/2" SUPPORTED BY 1 202 202 P3 P3 DIA. RODS 1/2" DIA. RODS 551 551 551 551 551 551 r FIRE EXTINGUISHER FRP1 H FRP1 FRP1 FRF1 j FRP1 = WALL MOUNTED == ====- — ! EG EG H RFB1 -- - ----- RFB1 RFB1 j RFB1 RFB1 RF31 201 201 P3 201 218 211 204 20q 216 215 214^` 2oq ROUGH -IN PLAN SYMBOL LEGEND 205 216 G 1 E L E VAT I O N G 5 E L E VAT I O N G 8 E L E VAT I O N G10 E L E VAT I O N ROOM NAME ROOM/AREA IDENTIFICATION. DDA PROJECT #21-008 1/4 - 1 -0 A7/A101 1/4 - 1 -0 A7/A101 1/411 = 11-011A7/A101 1/411- 1 -0 A7/A101 ### C MULTIPLE SEPARATE PLUMBING CONNECTIONS ALIGNED 2� P3 VERTICALLY AND/OR STACKED EQUIPMENT. SEE F5E SCHEDULE. � � � � � PLUMBING SERVICE REQUIRED. SEE LEGEND BELOW. SHELF 1 1/41 1/4" THICK SX HANGING EQUIPMENT SCHEDULE ITEM NUMBER. REFER TO SHEET F5101. P3 P3 HE SUPPORTED BY 1 2'-5" X 5'-0" HANGING DIMENSION #)X P3 P3 PIMEN51ON TO ELECTRICAL OR PLUMBING SERVICE REQUIRED. P3 P3 P3 P3 1/2" DIA. ROD5 SHELF 1 114" THICK # SUPPORTED BY 1 1/2"�" 551 DIA. RODS 551 551 551 �5� FIRF FXTIN��I115HFR �� --� ELECTRICAL SYMBOL LEGEND: " Q Kin g� r FOOD SERVICE EQUIPMENT SCHEDULE -. ., -� z �, z z .. d z z u ILL N w u- ii d, < 2 Z INDI z _ W V li IX u�r� F- uu�t� I- REG DR ? Z v H VIL IL ITEM 0_ J j V Q 9 0 5 Q N ITEM NO. QTY. 17E50RIFTION MANUFACTURER MODEL NUMBER REMARK5 Q Q W v 3 Q Q (in) NO. 200 2 Tra5h Gans 200 201 3 Storage Cabinet with Full Drainboard Top at TS Depth Perlick T5F24PO5 201 202 3 P05 TERMINAL BY OTHERS 202 203 1 Liquor Display Cabinet Perlick T524L5 203 204 3 One Tank Hand Sink Perlick T512H5 W/ FAUCET AND 5R-512A SPEED RAIL 3/8" 33" 3/8" 1' - 1" 1 1/2" 1'- 5" 204 205 3 12" Storage Ghe5t with 8 Condiment Cups Perlick T512UB W/ 5R-512A SPEED RAIL 1/2" 1' - 6" 205 206 2 SODA GUN BY VENDOR 206 201 1 Gold Plate Extra Capacity Ice Ghe5t Perlick T5361G-EG10 WITH 5R-536A SPEED RAIL 1/2" 8" 201 20q 2 Right Inside Corner Drainboard Perlick T5D24RIG 1 1/2" 2'- 2" 20"1 210 1 Regular Temperature Flat Top Bottle Cooler Perlick 5636R7 1A A 120 V x NEMA 5-15F 210 211 1 5elf-Contained Direct Draw 2-Door Beer Dispenser Perlick D0560 2.5 A 120 V x NEMA 5-15F 1" 1/4" 211 213 2 SPECIALTY DRINK BLENDER ISLAND OASIS 55-2100 BY OTHERS. LOCATED ON GOUNTERTOP 6.1 A 115 V x 213 214 1 One Tank Hand Sink with Soap and Towel Di5pen5ers Perlick T512H5N W/ FAUCET 3/8" 13" 3/8" 1 1' - 1" 1 1/2" 1'- 5" 214 215 1 Liquor Display Cabinet Perlick T5241_5 215 216 1 Regular Temperature Flat Top Bottle Cooler Perlick BG48RT 3.1 A 120 V x NEMA 5-15F 216 211 1 Liquor Display Cabinet Perlick T512LS 211 215 1 Gold Plate Extra Capacity Ice Ghe5t Perlick T53016-EG10 W/ 5R-530A SPEED RAIL 1/2" 8" 215 211 1 Underbar 3 Compartment Sink Perlick T543L 3/8" 13" 3/6" 1' - 1" 1 1/2" 1' - 5" 121q 220 1 5elf-Contained Pass-Thru Back Bar 4-Door Refrigerator Perlick PT560 STAINLESS STEEL TOP FIN15H 2.5 A 120 V x NEMA 5-151- 1" 1/4" 220 221 1 Self -Contained Back Bar 1-Door Refrigerator Perlick BB536 1.8 A 120 V x NEMA 5-15P 1" 114' 1221 FRP2 i FRP2 cGa� FRP1 I _�---J WALL MOUNTED EG I _ _ 220 r /40 FIRE EXTINGUISHER WALL MOUNTED P - ELECTRICAL CONNECTION AT EQUIPMENT. COORDINATE WITH ELECTRICAL DRAWINGS FOR RECEPTACLE LOCATION. SEE FOOD SERVICE EQUIPMENT SCHEDULE FOR PLUG TYFE. Y N.Y. at — ° = — = —_ = —_ Ir`i ---u'� 47 47 N u H Hu H 47 4! 4J W I I M MN i I I —I L I RrD 1 1=1 ICf"tS I I �1 u Stamp 205 PLUMBING SYMBOL LEGEND: SYMB ISSUED FOR DATE 21q 210 203 201 RFB1 204 201 RFB1 FRP1 551 EG FRP1 RFB1 EG CONSTRUCTION DOCUMENTS 3/01/22 G - GOLD WATER LINE E1 ELEVATION E5 ELEVATION E8 ELEVATION E10 ELEVATION H- OTINATERLINE E E 1 /4" = 1'-0" A7/A101 1 /4" = 1'-0" A7/A101 1 /4" = 1'-0" A7/A101 1 /4" = 1'-0" A7/A101 - -LINE OF ROOF ROVE 20q1'-33/4"I------------------------------------- -- -- - ;:z > 2'- 1 3/4" 205 --- ------ 1 --------------- -- - -- --- -I r_ 20 204 202 --- ------------------- - D H G H C ° — n — ---- ------ o o Ito o' o 0 0 0 �jjjll 5 I I 20q I 210 I I m I IIII�II �� I 1l ©01 I I I I G 5'-2" 5'-0" 1'-101/8" I I I I 1 214 D I 1 I 214 E1 210 213 1 1 H q 3/4" 204 221 211 21"1 I 1 1 221 211 21"1 1 I 1 I m I I 1 5' - 11 3/8" 1' - 6 3' - 0 211 1 1 220 1 i 213 215 201 220 G10 F5101 E5 I I I I j I 121' C11 202 221 1 D I j I GS 203 C 1 i I 1 i I i I 216 ES 206 3/8" 1 1 1 D 1 201 I I 201 1 P 216 I I 12'- 5 1/8" o — G5 F5101 10 201 1 1 � 202 6 1/8" � 202 Manager P.I.C. Drawn Project Mana c° 213 ° I I 204 200 616 202 204 i J R M R D W D = v �� f� - , o .� 15 j8� j 20q I�®nllflU II I �- c -0 -------�_ 202 1 o 1 SHEET TITLE B - - -- -- - Ff I © ° Im P `° j ° 1 m 1 I L - - - - 1 ' FOOD SERVICE --- I q3/4"-- -- , 5---r------- EQUIPMENT PLAN I 3' - 1 1/2" 2' 01'- q" / T LINE OF COUNTERTOP ABOVE I 204 211 218 / LINE OF COUNTERTOP ABOVE 204 205 218 / 205 201 i I SCHEDULE & -----------------------------J ELEVATIONS A PLAN NORTH PLAN NORTH PLAN NORTH SHEET NUMBER 4 Al ELECTRICAL ROUGH -IN A6 PLUMBING ROUGH -IN All FOOD SERVICE EQUIPMENT PLAN FS1 01 1 /4" = 1'-0" 1 /4" = 1'-0" 114" = 1'-0" 1 2 4 5 6 7 1 n I I I r) 1 7 © 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. CAPE COD INFLATABLE PARK PUMP HOUSE 512 MAIN STREET, CONSTRUCTION DOCUMENTS WEST YARMOUTH, MA 02673 3/01/2022 DDA PROJECT# 21 - 0 0 8 PROJECT TEAM ARCHITECT: HVAC/PLUMBING/FIRE PROTECTION/ELECTRICAL ENGINEERING: STRUCTURAL: ENGiNEERiNG 307 washoungMim Awaimue y�j] Mbanyq Now Yok 12206 USA C uto Mechanical/Electrical Engineering Consultants iCk "e;rm ARCH IT E C T S, P.C. TO 51813463138066F1313518.463.8610 Capital District I Rochester I Buffalo I SyracuseCIVIL -- ENGINEERING SURVEYING 41 518.533.21 ]1 433 STATE STREET, SUITE 0 TRANSPORTATION rw i.a�Eni.i-a,..,. SCHENECTADV. NV 12305 www.meengineering.com 12 13 14 15 N M L K J B C E a D C A 2 3 4 ABBREVIATIONS 5 6 7 DRAWING LIST ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION ACT SUSPENDED ACOUSTICAL CEILING TILE LLH LONG LEG HORIZONTAL ADA AMERICANS WITH D15ABILITIE5 ACT / IGG A117.1 LLV LONG LEG VERTICAL ADD ADDENDUM L56 LAMINATED SAFETY GLASS ADJ ADJACENT LVT LUXURY VINYL TILE AFF / A.F.F. ABOVE FINISHED FLOOR AHJ AUTHORITY HAVING JURISDICTION M/F MALE/FEMALE ALT ALTERNATE MACH MACHINE ALUM ALUMINUM MA5 MASONRY ANOD / AN ANODIZED FIN15H MAX MAXIMUM APPROX APPROXIMATE MOF MEDIUM DENSITY FIBERBOARD ARCH ARCHITECT / ARCHITECTURAL MEGH MECHANICAL ASSOC ASSOCIATED MEP MECHANICAL, ELECTRICAL, PLUMBING MET / MTL METAL 5/5 BOTTOM OF STEEL MFR MANUFACTURE / MANUFACTURER BAL BALANCE (REMAINDER) MIN MINIMUM BLDG BUILDING MIR MIRROR BLK& BLOCKING MLD MOULDING BM / BM5 BEAM / BEAM5 M.O. / MO MA50NRY OPENING BOT / B/O / B/ BOTTOM / BOTTOM OF MP METAL PANEL BRO / BD BOARD MRGWB M015TURE RE515TANT GYPSUM WALLBOARD BRG BEARING MTD MOUNTED B5MT BASEMENT N NET CENTER LINE N/G NONCOMBUSTIBLE GAB CABINET NIG NOT IN CONTRACT GJ CONTROL JOINT / CONSTRUCTION JOINT NOM NOMINAL GL / GL05 GL05ET NO (5) NUMBER(5) CLR CLEAR NT5 NOT TO SCALE GLG CEILING GMU CONCRETE MASONRY UNIT OA OVERALL GOL COLUMN OG / GIG ON CENTER GONG CONCRETE OGG OGGUPANT / OCCUPANTS GONT CONTINUOUS O/H OVERHEAD GONTR CONTRACTOR OPNG OPENING CORR GORRIPOR OFF HD OPP051TE HAND GPT CARPET G5LR CONCRETE SEALER PART. PARTITION CT CERAMIC TILE P.F. PREFIN15HEP GTB CERAMIC TILE BASE PJ PANEL JOINTS GTF CERAMIC, FLOOR TILE FL PLATE / PLASTIC GTW CERAMIC WALL TILE PLAM /PL PLASTIC LAMINATE GW GOLD WATER PLMB& PLUMBING PLY / PLYWD / PW PLYWOOD D DRYER / DEEP PNL PANEL PET DETAIL P / PT / PTO PAINTED) DIA DIAMETER POL POLISH / POLISHED 015P 015PEN5ER PR PAIR DIV DIV151ON PT POINT ON DOWN P.T. / PPT PRESSURE PRESERVATIVE TREATED OR OR PTB PORCELAIN TILE BASE OTL DETAIL PTO PAPER TOWEL DISPENSER DWG DRAINING PTF PORCELAIN FLOOR TILE DIN 01514WA5HER PTW PORCELAIN WALL TILE EA EA QT QUARRY TILE EATD EXIT ACCESS TRAVEL DISTANCE QTF QUARRY FLOOR TILE EF5 EXTERIOR FIN15H SYSTEM (NO INSULATION) QTB QUARRY TILE BASE EHO ELEGTRIG HAND DRYER EIF5 EXTERIOR INSULATED FIN15H SYSTEM R R15ER / RADIUS / RUBBER EL / ELEV ELEVATION RAP RADIUS ELEG ELECTRIC / ELECTRICAL RB RUBBER BASE EMER EMERGENCY REF / REFRIG REFRIGERATOR EQ EQUAL REO'D REQUIRED EQUIP / EQPM EQUIPMENT RF RESINOUS FLOORING EX15T / EX EXISTING RFB INTEGRAL RESINOUS FLOOR BASE EXP JT / EJ EXPANSION JOINT RH RIGHT HAND EXP EXP05ED RHR RIGHT HAND REVERSE EXT EXTERIOR RM ROOM R.O. / RO ROUGH OPENING FO FLOOR DRAIN RP RE51N PANEL FE FIRE EXTINGUISHER FEG FIRE EXTINGUISHER CABINET 5 SEALER FF FIN15HEP FACE / FINISHED FLOOR 5G 50LIP GORE FGWB FIBERGLASS MAT FACED GYPSUM WALLBOARD 50 SOAP DISPENSER FIN FIN15H / FINISHED 5F 5QUAIRE FEET FIXT FIXTURE 56 SAFETY GLA55 FL / FLR FLOOR 5HT SHEET FNPN / FOUND / FND FOUNDATION SIM 51MILAR FPFG FIREPROOFING 5L GONG SEALED CONCRETE FR FIRE RE515TANT 5P SPANDREL GLASS FRP FIBERGLASS REINFORCED PANEL 5Q 5QUARE FRT FIRE-RETARDENT AND PRE55URE-TREATED 55 50LID 5URFAGE FRZR FREEZER 55 / 5/5 5TAINLE55 STEEL F5E FOOD SERVICE EQUIPMENT 5T STAIN FT FOOT / FEET 5TL / 5T STEEL FTC, FOOTING 5TOR STORAGE FURN FURNISH / FURNITURE 5TRUGT STRUCTURAL / STRUCTURE FURR FURRED / FURRING 5U5P SUSPENDED 5V SHEET VINYL FLOORING & GROSS GA GAUGE T TREAD / TOP GAL GALLON T4& TONGUE AND GROOVE GALV GALVANIZE / GALVANIZED T/M / T.O.M. TOP OF MASONRY &G GENERAL GONTRAGT(OR) T/5 TOP OF STEEL &FIG GOVERNMENT FURNISHED / TBB TILE BACKER BOARD CONTRACTOR INSTALLED TBO TO BE DETERMINED GL GLASS / GLAZING TEL TELEPHONE GNP GROUND TEMP TEMPERED / TEMPERATURE / TEMPORARY GRO GRAPE TG TEMPERED GLA55 &WB GYPSUM WALLBOARD THK THICK THRU THROUGH H/L HIGH/LOW TYP TYPICAL HG / HIG HANDICAP HO HANDDRYER UCR UNOERGOUNTER REFRIGERATOR HOBO HARDBOARD UG UNDERGROUND HDR HEADER UL UNDERWRITER5' LABORATORY HDW HARDWARE UNO / U.N.O. UNLE55 NOTED OTHER445E HDWD HARDWOOD UR URINAL HM HOLLOW METAL UTIL UTILITY HORIZ HORIZONTAL HR HAND RAIL V VINYL / VENT HR / HR5 HOUR / HOURS VB VINYL BASE HT HEIGHT VGT VINYL COMPOSITION TILE HTG HEATING VEN VENDOR HVAG HEATING/VENTLATING/AIR CONDITIONING VERT VERTICAL HW HOT WATER VEST. VESTIBULE VIF / V.I.F. VERIFY IN FIELD ID IN51DE DIAMETER VTR VENT THROUGH ROOF IC, INSULATED GLASS / INSULATED GLAZING IMP INSULATED METAL PANEL W WIDE / WA5HER INGL INCLUDING W/ WITH IN5UL INSULATION WG WATER CLOSET INV INVERT AD WOOD INTER / INT INTERIOR WP WATERPROOF WPFG WATERPROOFING JAN JANITOR GL05ET WR WATER RE515TANT JT JOINT LAV LAVATORY LF LINEAR FEET LH LEFT HAND LHR LEFT HAND REVERSE LIN LINEN CLOSET DWG. I TITLE NO. 8 9 10 GENERAL NOTES - COVER GENERAL 0001 ABBREVIATIONS, DRAWING LIST, AND GENERAL NOTES &101 LIFE SAFETY PLAN 8 CODE SUMMARY 5TRUCTURAL 5101 FOUNDATION 6 ROOF FRAMING PLAN 5102 DETAILS 5201 M15G. DETAILS / GEN NOTES ARCHITECTURAL A001 GENERAL NOTES, WALL TYPES, AND LEGEND A101 FLOOR PLAN A102 ROOF PLAN A201 EXTERIOR ELEVATIONS & BUILDING SECTIONS A401 REFLECTED CEILING PLAN A501 EXTERIOR WALL SECTIONS A502 DETAILS A601 DOOR SCHEDULE, DOOR HARDWARE AND DETAILS A602 FIN15H SCHEDULE, FIN15H KEY $ INTERIOR ELEVATIONS A603 INTERIOR ELEVATIONS AND DETAILS HEATING \(ENTILATION AND AIR CONDITIONING M000 LE&END5, ABBREVIATIONS & NOTES M001 SPECIFICATIONS M002 SPECIFICATIONS M003 SPECIFICATIONS M004 SPECIFICATIONS M101 PUMP BUILDING HVAG PLAN PLUMBING P000 NOTES, SCHEDULES 8 LEGENDS P001 SPECIFICATIONS P002 SPECIFICATIONS P003 SPECIFICATIONS P004 SPECIFICATIONS P101 PLUMBING PLAN P501 1 DETAILS ELECTRICAL E000 LE&ENP5, ABBREVIATIONS 8 NOTES E001 ELECTRICAL SPECIFICATIONS E002 ELECTRICAL SPECIFICATIONS E003 ELECTRICAL SPECIFICATION5 E004 ELECTRICAL SPECIFICATIONS E005 ELECTRICAL SPECIFICATIONS E101 ELECTRICAL POWER PLAN E102 I ELECTRICAL LIGHTING PLAN E601 ELECTRICAL DETAILS E101 5CHEOULE5 A7 VICINITY MAP NTS 1. THE ARCHITECT WILL NOT BE RESPONSIBLE FOR, AND WILL NOT HAVE CONTROL OVER, CONSTRUCTION MEANS, METHODS, TEGHNIQUE5, 5EQUENGE5 OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, AND WILL NOT BE RESPONSIBLE FOR THE FAILURE OF THE OWNER OR THEIR CONTRACTORS, 5UBGONTRAGTOR5, OR ANYONE PERFORMING ANY OF THE WORK, TO CARRY OUT THE WORK IN ACCORDANCE WITH THE APPROVED CONTRACT. 2. IF ADDITIONAL INFORMATION, CLARIFICATION, OR INTERPRETATION OF THE CONTRACT DOCUMENTS 15 REQUIRED, THE CONTRACTOR 15 TO SUBMIT A REQUE5T FOR INFORMATION IN WRITING TO THE ARCHITECT AS A LEGIBLE AND DETAILED QUE5TION, REFERENCING DRAWING NUMBER AND PLAN/DETAIL/NOTE, AND PROVIDING ADDITIONAL INFORMATION (FIELD MEASUREMENTS, PHOTOGRAPHS, ETC.) A5 REQUIRED, 3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND BINDING. THE INTENTION OF THE DRAWINGS 15 TO ADEQUATELY CONVEY ALL MATERIALS, EQUIPMENT, TOOLS, SKILL, AND LABOR REQUIRED TO PROPERLY EXECUTE WORK TO PRODUCE THE INTENDED RESULTS. IT 15 THE GONTRAGTOR'5 RESPONSIBILITY TO REVIEW THE COMPLETE CONTRACT DOCUMENT SET AND TO COORDINATE THE WORK TO MEET THE DESIGN INTENT. THE CONTRACT DOCUMENTS CONTEMPLATE A FINISHED PIECE OF WORK OF SUCH CHARACTER AND QUALITY A5 15 REA50NABLY INFERABLE FROM THEM. 4. IN THE CASE OF A CONFLICT BETWEEN ANY PART OR PARTS OF THE CONTRACT DOCUMENTS, OTHER THAN AN OM155ION OR FAILURE TO 5HOW DETAILS OR TO REPEAT NOTES FROM ONE PART OF THE CONTRACT DOCUMENTS TO ANOTHER APPLICABLE PART, PRECEDENCE SHALL BE IN THE FOLLOWING ORDER TO DETERMINE REQUIRED WORK: (1) ADDENDA, (2) AGREEMENT, (3) SPECIFICATIONS, DRAWIN65: (4) SCHEDULES, (5) LARGE SCALE DETAILS (I.E. GREATER THAN A 3/4" SCALE), (6) LARGE SCALE PLANS AND 5E6TION5 (I.E. AT A SCALE EQUAL TO OR GREATER THAN THE SCALE FOR THE BASIC OVERALL FLOOR PLAN OR 51TE PLAN), (1) SMALLER SCALE DETAIL DRAWINGS (I.E. LE55 THAN A 3/4" SCALE), (8) SMALL SCALE PLAN AND SECTION PRAWING5 (AT A 5( ALE LE55 THAN THE BASIC FLOOR PLAN OR 51TE PLAN). 5. IF THERE 15 A CONFLICT BETWEEN TWO OR MORE PRAWING5, STANDARDS, OR REQUIREMENT5, FOLLOW THE M05T STRINGENT, UNLE55 OTHERWISE DIRECTED BY ARCHITECT. 6. THE PRANINC75 INDICATE A COMPLETE SCOPE OF WORK. DETAILS SHOWN ARE TYPICAL. 51MILAR DETAILS APPLY TO 51MILAR CONDITIONS, U.N.O. 7. IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY 5HOWN ON THE DRAWING5, THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS 51MILAR CONDITIONS THAT ARE 5HOWN OR NOTED. 8. CONTRACTOR 15 TO COORDINATE WORK BETWEEN TRADES. NOTIFY THE ARCHITECT IN WRITING IMMEDIATELY IF CONFLICT 15 DETERMINED, PRIOR TO START OF WORK. 1. CONTRACTORS SHALL VISIT 51TE AND COMPLETELY FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS PRIOR TO EXECUTION OF ANY CONSTRUCTION. CONTACT OWNER AND/OR ARCHITECT PRIOR TO EXECUTING ANY WORK IN QUE5TION. 10. CONTRACTORS ARE TO EXECUTE ALL WORK IN ACCORDANCE WITH ALL GOVERNING CODES AND REGULATIONS. 11. CONTRACTORS SHALL BE RESPONSIBLE FOR THE INCLUSION OF ALL WORK NECESSARY FOR A COMPLETE INSTALLATION WHETHER OR NOT SUCH WORK 15 INDICATED IN THE CONTRACT DOCUMENTS. 12. CONTRACTOR 15 TO COORDINATE CONSTRUCTION OPERATIONS TO ENSURE ORDERLY AND EFFICIENT INSTALLATION OF EACH PART OF THE WORK, AND SEQUENCE WORK TO OBTAIN BEST RESULTS WHERE INSTALLATION OF ONE MATERIAL OR 5Y5TEM 15 DEPENDENT ON INSTALLATION OF ANOTHER MATERIAL OR SYSTEM. INSTALLATION OF DIFFERENT COMPONENTS 15 TO BE SEQUENCED FOR MAXIMUM PERFORMANCE AND FOR ACCESSIBILITY FOR FUTURE MAINTENANCE. 13. IN AREAS WHERE THE PRAWIN&5 DO NOT APPRE55 METHODOLOGY, WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH MANUFACTURER'5 SPECIFICATIONS AND RECOMMENDATIONS. NOTIFY THE ARCHITECT IN WRITING OF ANY CONFLICT ARISING FROM MANUFACTURER'5 REQUIREMENTS. 14. CONTRACTOR 15 TO COMPLY WITH MANUFAGTURER5' WRITTEN IN5TRUGTION5 AND RECOMMENDATIONS FOR INSTALLING PRODUCTS IN APPLICATIONS INDICATED, MAINTAIN 517E CONDITIONS THAT WILL ENSURE THE BEST PO551BLE RE5ULT5 OF MATERIALS AND SYSTEMS, AND 5EQUENGE DELIVERY AND ON51TE STORAGE OF MATERIALS TO MAINTAIN CLEAR SPACE FOR MOVEMENT OF MATERIALS AND EQUIPMENT WITHOUT DAMAGE TO MATERIALS AND CONSTRUCTION. 15. ALL DIMENSIONS ARE TO FINISHED FACE OF EXISTING WALLS, TO FACE OF NEW STUDS, TO FACE OF MASONRY, TO FACE OF CONCRETE, OR TO FACE OF EXISTING FINISHED SURFACES, U.N.O. THE GONTRAGTOR SHALL VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT IN WRITING PRIOR TO COMMENCEMENT OF WORK. 16. THROUGHOUT CONSTRUCTION THE CONTRACTOR 15 TO CHECK ALL DIMENSIONS ON JOB AND FULLY VERIFY PRIOR TO EXECUTION. COMMENCEMENT OF WORK INDICATES ACCEPTANCE OF EXISTING CONDITIONS. 11. PLU5/MINU5 W NOTATIONS ARE USED IN DIMEN51ON 5TRIN65 OR ELEVATION SYMBOLS TO ACCOUNT FOR VARIATIONS IN DRAWING5 AND FIELD CONDITIONS. VERIFY ALL PLU5/MINU5 W DIMENSIONS DURING WORK, AND NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCY OR NECE55ARY MODIFICATIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. 18. PRIOR TO LAYING OUT WORK, CONTRACTOR 15 TO LOCATE BENCHMARKS AND CONTROL POINTS. VERIFY LAYOUT INFORMATION 5HOWN ON DRAWINGS IN RELATION TO FIELD CONDITIONS AND BENCHMARKS, ENGINEERING SYSTEMS, AND MATERIALS AND NOTIFY THE ARCHITECT IMMEDIATELY WITH ANY DISCREPANCIES WITH EXISTING CONDITIONS OR CONFLICTS WITH WORK LAYOUT. 1q. VERIFY SPACE REQUIREMENT5 AND DIMENSIONS OF ITEMS 5HOWN DIAGRAMMATICALLY ON THE PRAWING5, INCLUDING, BUT NOT LIMITED TO, EQUIPMENT, FURNITURE, AND CLEARANCES AS IDENTIFIED IN THE CONTRACT DOCUMENTS. NOTIFY THE ARCHITECT IMMEDIATELY OF DISCREPANCIES BETWEEN THE DRAWING5 AND FIELD CONDITIONS. 20. PRIOR TO WORK, INVESTIGATE AND CONFIRM LOCATION OF UNDERGROUND OR OTHERWISE CONGEALED UTILITIES IN WORK AREA, UTILITIES INDIGATED IN CONTRACT DOCUMENTS TO BE AFFECTED BY WORK, CONDITION OF EXISTING CONSTRUCTION IN PROJECT AREA FOR MEETING PERFORMANCE INFERRED BY DRAWIN65, LOCATION OF EXISTING UTILITY SYSTEMS AND ROUGH-IN5 TO BE REUSED, AND SUITABILITY OF MATERIALS FOR INSTALLATION OF NEW CONSTRUCTION. PROCEED WITH WORK ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN RESOLVED. PROCEEDING WITH WORK INDICATES ACCEPTANCE OF SURFACES AND CONDITIONS. 21. IF THE CONTRACTOR DETERMINES THAT A SUBSTITUTE 15 REQUIRED, OR WILL PRODUCE GREATER PERFORMANCE OR COST SAVINGS, THE CONTRACTOR 15 TO PROVIDE A REA50N FOR THE SUBSTITUTE, CONFIRMATION OF COORDINATION WITH ASSOCIATED MATERIALS AND/OR SYSTEMS IN THE DESIGN, PRODUCT DATA UPON REQUEST, AND WAIVER OF RIGHTS TO ADDITIONAL PAYMENT OR TIME IF PROP05ED SUBSTITUTE FAILS TO PRODUCE INDICATED RESULTS. 22. CONTRACTOR 15 TO MAKE JOINTS OF UNIFORM WIDTH. WHERE JOINTS IN EXPOSED WORK ARE NOT INDICATED, ARRANGE JOINTS TO BEST VISUAL AFFECT. WHERE EDGE OF A MATERIAL ABUTS P1551MILAR MATERIAL, EDGE 15 TO BE EVEN AND LEVEL OR PLUMB. FIN15H EDGE FOR SMOOTH CONTINUOUS APPEARANCE. 23. PROVIDE SEALANT AT ALL JOINTS BETWEEN P1551MILAR MATERIALS, U.N.O. 24. CONTRACTOR 15 TO HAVE MATERIALS AND EQUIPMENT DELIVERED TO SITE, HANDLED, AND STORED IN A MANNER TO PREVENT DAMAGE, DETERIORATION, AND L055 BY THEFT OR VANDALISM. MATERIALS AND EQUIPMENT ARE TO BE STORED PER MANUFAGTURER5' WRITTEN INSTRUCTIONS. 25. DELIVERY 15 TO BE SCHEDULED TO MINIMIZE LONG-TERM STORAGE; OVERGROWDING; AND HOLDING TIME FOR COMBUSTIBLE, FLAMMABLE, OR EA51LY DAMAGED MATERIALS. PRODUCTS ARE TO BE INSPECTED UPON DELIVERY TO CONFIRM TYPE, COUNT, AND CONDITION PRIOR TO ACCEPTANCE. PRODUCTS ARE TO BE STORED IN MANUFACTURER'S CONTAINER OR PACKAGING 5Y5TEM WITH IN5TRUGTION5 FOR HANDLING, STORING, UNPACKING, PROTECTING, AND INSTALLING. CLEARLY LABEL FOR EASY IDENTIFICATION. 26. PROVIDE PRODUCTS COMPLETE WITH ACCESSORIES, TRIM, FINISH, FASTENERS, AND OTHER ITEMS NEEDED FOR COMPLETE INSTALLATION TO MEETING DESIGN INTENT. i ARCHITECTS,P.C. MDrr�'UffE(��JfUFQ E ID--1 0 I -DI 1(�' P L A IM H � H',r--" 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 CAPE COD INFLATABLE PARK PUMP HOUSE 512 MAIN STREET, WEST YARMOUTH, MA 02673 DDA PROJECT #21-008 APO { o. 468 O N.Y. Stamp OFO SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01 /22 Drawn JZ/AF Project Manager RMR P.I.C. DWD SHEET TITLE ABBREVIATIONS, DRAWING LIST, AND GENERAL NOTES SHEET NUMBER Goof N M L K J B C F E D C B A 2 5 1 4 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 Q 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. I M L_ K J 5 5 S D C IN A Al 1 /4" = 1'-0" 1 2 LIFE SAFETY PLAN 3 4 5 6 7 8 9 10 12 13 1 14 15 SUMMARY of CODE REQUIREMENTS APPLIGABLE GODES: • 2015 INTERNATIONAL BUILDING GORE (IBG) • 2015 INTERNATIONAL EXISTING BUILDING GORE (IEBG) • 2015 INTERNATIONAL FIRE GORE (IFG) 2015 INTERNATIONAL MEGHANIGAL GORE (IMG) • 150 GMR NINTH EDITION - MA55AGHU5ETT5 AMENDMENT5 TO THE IBG-2015 • GMR 521 - ARGHITEGTURAL AGGE55 BOARD • 521 GMR 12 - MA55ACHU5ETT5 AMENDMENT5 TO THE 2020 NATIONAL ELEGTRIG CODE (NEG) • 548 GMR - MA55AGHU5ETT5 FUEL GAS AND PLUMBING GORE OGGUPANT TYPE: GROUP - U U5E (AREA OF WORK): UTILITY - MEGHANIGAL EQUIPMENT ROOM FOR WATER PARK BUILDING HEIGHTS STORIES AND AREAS (IBG TABLES: 504.3, 504.4, 506.2) ALLOWABLE HEIGHT / STORIES FOR GROUP-U: 40', 1 STORY ABOVE GRADE PLANE ACTUAL HEIGHT / STORIES: 16, 1 STORY ABOVE GRADE PLANE ALLOWABLE AREA FOR GROUP-U: 5500 5F ACTUAL AREA: 1580 5F TYPE OF GONSTRUGTION (IBG 601): BUILDING GONSTRUGTION: TYPE VB. INTERIOR BUILDING ELEMENTS ARE GOMBUSTIBLE. EXTERIOR WALLS ARE WOOD GONSTRUGTION.. BUILDING 15 UNSPRINKLERED THROUGHOUT. OGGUPANT LOAD (IBG TABLE 1004.1.22 AREA AREA PER OGGUPANT ROOM/AREA FUNGTION OF SPAGE (5F) OCGUPANT COUNT CONTROL ROOM MEGHANIGAL 53 300 6RO55 1 FILTER AREA MEGHANIGAL 195 300 GR055 3 PUMP PIT MEGHANIGAL 132 300 GRO55 3 PLAN NORTH TOTAL: 1580 5F 1 MEANS OF EGRE55: • NUMBER OF REQUIRED EXITS: 1 (IBG 1006.2.1 S TABLE5 1006.2.1 4 1006.3.1) • EXIT AGGE55 TRAVEL DISTANGE: 300FT (IBG TABLE 1011.2) - GOMPLIES EXIT SIGN AND FIRE EXTINGUISHER ARE PROVIDED BUT NOT REQUIRED BY GORE. INSTALL EXIT 516N PER ELEGTRIGAL DRAWINGS. 5EE ELEGTRIGAL, PLUMBING, AND MEGHANIGAL DRAWINGS FOR ADDITIONAL LIFE SAFETY DE516N. A Ro--, C U F C U U [Ro-, 0 I -DI 0 I -DI 3 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 CAPE COD INFLATABLE PARK PUMP HOUSE 512 MAIN STREET, L-JLJH 1 l G i —VVO tamp SYMBI ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 IN I I L - IK J H I E E D C LIFE SAFETY PLAN SYMBOL LEGEND AREA OUTSIDE OF 0'-0" EATD MAXIMUM EXIT AGGE55 ARGHITEGTURAL SGOPE � • � TRAVEL 015TANGE Drawn Project Manager P.I.C. OF WORK. EXIT J Z /A F R M R D W D Room name ROOM NAME (7) EXIT SIGN 150 SF AREA (5F) ♦ FIRE EXTINGUISHER B HANGER EXIT AGGE55 SHEET TITLE LIFE SAFETY PLAN & CODE SUMMARY SHEET NUMBER G101 B IA 4 5 6 7 8 9 10 12 13 14 15 1 © 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. 2 3 1 4 5 7 19 0 10 1 11 1 12 1 13 14 15 a N K J 5 I f= E I C i — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — PUMP HOU5E - FOUNDATION PLAN SGALE: 1/4" = 1'-0" C71RDER TRU55 (3 PLY) 51MP50N 61IRVER TLINE OF BLDG. WALL RU55 HOLDOWN V6TR/DOUBLE H/ DRILL 4 GROUT *5'S HDN4 OR EQUAL ® 12" O.G. a DOOR 6 x 6 HOOD COLUMN 51MP50N HNDQII HOLDOWN OR EQUAL H/ 1" DIA. ANCHOR BOLT, OR (2)HDN HOEDOWN 5" GONG. SLAB H/ 6 x 5" CONC. 5LA8 W/ 6 x 6 x WI2A x W2A HHF F 6 x 1,4I2A x H2.q WWF 12" GONG. FDN HALL 24'-q" 25'-O" -1 .. Co. nnn= on A =-r=r5G �-- 2 x 8'5 0I6" O.G. 5-101 TRU55E5 ® 24" O.G. PUMP HOU5E - ROOF FRAM I N6 PLAN SGALE: 1/4" = P-O" NOTE: PRE-ENGINEERED WOOD ROOF TRU55E5 TOP CHORD LIVE LOAD 30 P5F DEAD LOAD 10 P5F BOTTOM CHORD LIVE LOAD 10 PSF DEAD LOAD 20 P5F G,IG°3rr,) �] M ■ 307 Washington Avenue L Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8670 CAPE COD INFLATABLE PARK PUMPHOUSE BUILDING 512 MAIN STREET WEST YARMOUTH, MA 02673 CIVIL ENGINEERING . SURVEYING Cgwiock TRANSPORTATION .ENVIRONMENTAL 1150 Pawtucket Avenue Rumford, 4-98806 (401) 434-888D LTD. www.ewltd.net DDA PROJECT # Stamp I SYMB ISSUED FOR BY DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn Project Manager P.I.C. SHEET TITLE FOUNDATION & ROOF FRAMING PLANS PUMPHOUSE BUILDING W G E C C N n GIRDER TRUSS HOEDOWN DETAIL SGALE: I" = P-O" 1 1 2 1 3 DETAIL ® DOOR / ENTRY SGALE: 1/2" = 1'-0" 4 1 5 1 6 7 SHEET NUMBER S-101 8 9 10 1 1 12 13 14 15 ® 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. A 14 15 a M L K J I F I C G i N 1 1 2 1 3 ( 4 1 5 1 6 1 7 1 8 ( 9 ( 10 1 1 1 1 12 1 13 I6'—I"71 21'-6" 61RDER TRU55 —� (3 PLY) 51MP50N GIRDER TRU55 — HOLDOWN V6TR/DOUBLE W HDN4 OR EQUAL Al I� 46'-6" PUMP N01,15E - FOUNDATION PLAN SGALE: 1/4" = 1'—O" 6 x 6 HOOD COLUMN SIMP50N HNDQII HOLDOWN OR EQUAL W 1" DIA. ANCHOR BOLT, OR (2)1-DN HOLDOWN GIRDER TRU55 HOEDOWN DETAIL LINE OF 5LD6. HALL sm- DRILL 4 6ROUT #5'S ® 12" O.G. ® DOOR 5" GONG. SLAB 1-1 6 x 5" CONC. 5LAB W/ 6 x 6XW12AxP42AHHF 6xW12AxW2.9HHF DETAIL ® DOOR / ENTRY SGALE: I" = P—O" 5-101 5GALE: 1/2" = 1'-0" 24'-9" 25'-0" -1 .. a flan= L7 A L-T=DG �— 2 x 8'S ® 16" O.G. 5-101 PUMP HOU5E - ROOF FRAM I NC PLAN SGALE: 1/4" = 1'-0" NOTE: PRE—ENGINEERED WOOD ROOF TRU55E5 TOP CHORD LIVE LOAD 50 P5F DEAD LOAD 10 P5F BOTTOM CHORD LIVE LOAD 10 P5F DEAD LOAD 20 P5F T'R16SE5 6 24" O.G. W FDIC U ffFrr-�'UU RE � M ■ 307 Washington Avenue L Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 CAPE COD INFLATABLE PARK PUMPHOUSE BUILDING K 512 MAIN STREET WEST YARMOUTH, MA02673 ��® CIVIL ENGINEERING .SURVEYING TRANSPORTATION .ENVIRONMENTAL 1150 Pawtucket Avenue Rumford, RI 02916 J i Ck (401)434-8880880 LTD www.cwltd.net DDA PROJECT # Stamp I SYMB ISSUED FOR BY DATE CONSTRUCTION DOCUMENTS 3f01l22 Drawn Project Manager P.I.C. SHEET TITLE FOUNDATION & ROOF FRAMING PLANS PUMPHOUSE BUILDING SHEET NUMBER S-101 H G F G 19 0 1 1 2 1 3 1 4 1 5 1 6 7 I I 10 12 13 14 15 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.0 IN L J C F C C i 1 1 2 1 40 DIA_ 3 4 1 5 VARIES GOPNER INTER5EGTION DOWELS TO BE SAME SIZE 4 SPACING AS HORIZ. REINF. 6x6-HI.4xHI.4 HELVE HIRE FABRIC CONCRETE SLAB ON &BADE (AS OCCURS, TYP I GAL PSIAL.L OETA I L5 SCALE : 1/2" = 1'-0" COORD. PAD DIMENSIONS WITH UNIT REOUIREMENT5 PROVIDE ROUGH SURFACE OF CONCRETE SLAB BELOW 4 APPLY APPROVED EPDXY BONDING AGENT PRIOR TO PLACING CONCRETE PAD COORDINATE ALL HOUSEKEEPING PAD REOUIREMENT5, INGLUDIN6 QUANTITIES, SIZES, LOCATIONS, EMBEDDED ITEMS, ETC. WITH MEP AND ARCHITECTURAL DRAWINGS. TYP I GAL EQUIPMENT HOU5EIKEEP I NC PAD DETAIL SCALE : NT5 6 1 7 1 8 I 9 2'-6" VARIES (TYP) VARIES (3' MAX. VARIES UNLE55 NOTEHERHISE ao e < ¢ �, • r CONT. REINFORCING STEEL TO MATCH r BOTTOM REINFORGIN6 VARIES o (TYPICAL) CONT. REINFORCING 12" CONT. T/4 DEEP 5AHCUT CONTROL JOINT ex x x x IT CONCRETE SLAB THICKNESS VARIES NOTE: ALL 5AHCUT JOINTS SHALL BE MADE WITHIN 4 HOURS OF CONCRETE PLACEMENT. FILL HITH JOINT SEALANT. TYP I GAL SLAB CONTROL. JOINT DETAIL SCALE : NT5 NOTES GENERAL I. ALL WORK SHALL CONFORM TO THE MASSAGHUSETTS STATE BUILDING GODS, ITS APPLIGABLE REFERENGED STANDARDS, AND LOGAL GODE5. 2. IT 15 THE RESPONSIBILITY OF THE GENERAL GONTRAGTOR TO VERIFY ALL EXISTING GONDITIONS AND DIMENSIONS AS THEY RELATE TO NEW GONSTRUGTION. REPORT TO THE ARCHITECT/ENGINEER ALL OBSERVATIONS AND ANY D15GREPANGIES BEFORE PROCEEDING HITH ANY WORK. 3. IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE FOR A SAFE AND EFFICIENT METHOD OF SHORING AND/OR BRAGING THE EXISTING 5TRUGTURE DURING BOTH DEMOLITION AND NEH GONSTRUCTION PHASES. SUBMIT AN OUTLINE OF PROPOSED PROGEDURE TO THE ARGHITEGT/ENGINEER BEFORE DEMOLITION OPERATIONS BEGIN. 4. SUBMIT COMPLETE SHOP DRAHIN65 AND SGHEDULES OF ALL STRUCTURAL ELEMENTS TO THE ENGINEER FOR APPROVAL PRIOR TO FABRIGATION. 5. THE GENERAL GONTRACTOR SHALL BE RESPONSIBLE FOR GONTACTING DIG -SAFE PRIOR TO STARTING ANY WORK. 6. REMOVE ALL TOPSOIL, EXISTING FILLS, ORGANIC MATERIALS, AND FROST DISTURBED SOILS PRIOR TO PLACING NEW FOOTINGS -1. GONTRAGTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY AREAS DISTURBED AS PART OF THE 5TRUGTURAL MODIFICATIONS. CONCRETE I. ALL GONGRETE HORK SHALL CONFORM TO AGI 315 4 501 REOUIREMENT5. THIS SHALL INGLUDE PROPORTIONING OF CONCRETE MIX, GONGRETE TESTING, PLACEMENT OF GONGRETE, AND GURING PROGEDURE5. 2. ALL GONGRETE SHALL HAVE THE FOLLOWING 25-DAY GOMPRESSIVE STRENGTH: a. 4,000 PSI 3. GONGRETE RE I NFORG I NG SHALL BE IN ACGORDANGE HITH ASTM A615, GRADE 60. INSTALLATION SHALL BE IN AGGORDANGE WITH AGI 315 AND 318. 4. MELDED HIRE FABRIG SHALL BE IN AGGORDANGE WITH A5TM A05. 5. PROVIDE THE FOLLOWING MINIMUM REINFORCING GOVER: a. FOOTINGS ----------------------------- 31NGHES b. GONG. EXPOSED TO HEATHER OR EARTH ------- 2 INGHES C. SLABS ON GRADE (STEEL BARS) ------------- 2 INGHES d. SLABS ON GRADE (HHF)------------------ SEE TYP. DETAILS 6. FOUNDATIONS HAVE BEEN ASSUMED TO BEAR UPON VIRGIN SOIL OR COMPACTED ENGINEERED FILL HAVING A MINIMUM BEARING CAPAGITY OF 1.5 TON5/5.F. 7. ENGINEERED FILL UNDER BUILDING SHALL BE PLAGED IN 8" LAYERS AND GOMPAGTED TO CI5% MAX. DRY DENSITY. 8. ENGINEERED FILL UNDER SLABS AND FOOTIN65 SHALL GON515T OF GRANULAR SOIL FREE OF ORGANIG MATTER AND GONFORMING TO THE FOLLOWING LIMITATIONS ON GRADATION: a. MAXIMUM SIZE OF PARTIGLES 3 INGHE5 3 b. RETAINED ON " SIEVE 30% MAXIMUM 4 C. PASSING NO, 100 SIEVE 45% MAXIMUM C1. PASSING NO. 200 SIEVE 8% MAXIMUM CL PROVIDE CORNER BARS AT ALL HALL CORNERS $ INTER5EGTIONS MATGHING HORIZONTAL REINFORGEMENT HITH 2-6" MINIMUM LAPS. 10. LAP ALL BARS 40 DIAMETERS MINIMUM. II. GOORDINATE LOCATION OF FOUNDATION HALL DEPRESSIONS AND OPENINGS WITH ARGHITECTURAL DRAWINGS. 12. PROVIDE TOTAL AIR ENTRAINMENT OF 4% (±) FOR ALL CONCRETE EXPOSED TO HEATHER. TYP I CAL STEPPED FOOTING DETAIL 50ALE : NT5 COW. 5AHCUT JOINT FILLED CONT. 2x4 KEY HITH JOINT SEALANT (SEE TYP. DETAIL) X d 'X_x x-7� -x-� -x SLAB REINFORCEMENT (TYPICAL) I "D I A.x3'-O" LON& SMOOTH DOWELS ® 1'-0" O.G. NOTE: SUBMIT CONSTRUCTION JOINT LOCATIONS FOR APPROVAL TYP I GAL 5LA5 ON C RAOE ONSTRUGT I ON JOINT DETA I SCALE : NT5 15. MAXIMUM HATER/GEMENT RATIO - H/G = 0.45. (USE SUPER PLASTICIZER AS REQUIRED FOR WORKABILITY) 14. ALL SAW GUT JOINTS SHALL BE MADE WITHIN 4 HOURS OF CONCRETE PLACEMENT, FILL WITH JOINT SEALANT. (200 SF MAX) 15. BOTTOMS OF ALL EXTERIOR FOOTINGS SHALL BE 3'-6" MINIMUM BELOW FINISH GRADE. 16. FOOTINGS SHALL BE STEPPED AT A MAXIMUM SLOPE OF 3 HORIZONTAL TO I VERTICAL UNLESS NOTED OTHERWISE. 17. ALL FOUNDATION HALLS SHALL BE BACK FILLED AFTER 25 DAYS OF CONCRETE PLAGEMENT. (THIS TIME MAY BE REDUCED IF THE HALL 15 ADEQUATELY BRACED) DURING BAGKFILL OPERATIONS OF ALL FOUNDATION HALLS, THE FILL ON EITHER SIDE OF THE HALL SHALL NOT EXCEED A 2'-0" DIFFERENTIAL, UNLE55 THE HALL 15 DESIGNED FOR RETAINING ACTION. 15. ALL RETAINING HALLS SHALL BE BACK FILLED AFTER 25 DAYS OF CONCRETE PLACEMENT. la. PROVIDE MATGHING DOWELS INTO FOUNDATION HALLS AT ALL VERTICAL REINFORCEMENT. 5TRUGTURAL LUMBER I. ALL WORK SHALL BE IN CONFORMANCE WITH THE AMERIGAN FOREST $ PAPER ASSOC. STANDARDS AND SPECIFICATIONS, LATEST ADDITION. 2. ALL LUMBER USED IN A STRUCTURAL CAPACITY SHALL BE la% KILN DRIED HEM -FIR NO. I OR EQUAL, FB. 1200 PSI. 3. ANY HOOD IN DIRECT CONTACT WITH CONCRETE OF MASONRY, EXPOSED TO UNHEATED BASEMENT AND GRAHL SPACES, OR EXPOSED TO THE EXTERIOR SHALL BE PRE55ORE TREATED. 4. ALL FA5TENER5 SHALL BE IN CONFORMANCE WITH THE FASTENING SCHEDULE IN THE MASSAGHUSETTS STATE BUILDING CODE. FASTENERS EXP05ED TO THE HEATHER SHALL BE GALVANIZED OR STAINLE55 STEEL. MASONRY CONSTRUCTION I. ALL MASONRY UNITS SHALL CONFORM TO ASTM G-qO TYPE N-I WITH THE 5TREN67TH OF UNITS AND MORTAR BEING SUCH THAT ALL VALUES ARE SATISFIED. 2. GROUT AND MORTAR SHALL CONFORM TO A5TM G476. TYPE M OR 5 3. ALL MA50NRY WORK, INGLUDING GURING, ERECTION, AND HEATHER PROTECTION, SHALL CONFORM TO THE NGMA AND AGI-551 REG2UIREMENT5 AND STANDARDS. 4. PROVIDE GALVANIZED HORIZONTAL REINFORCEMENT @ 16' O.G. MIN. UNLESS OTHERHISE NOTED. 5. UNLESS NOTED OTHERWISE, PROVIDE A MINIMUM OF #5 @ 4&" O.G. VERTICAL REINFORCEMENT IN ALL MASONRY HALLS. 6. PROVIDE ADDITIONAL VERTICAL REINFORCEMENT @ JAMBS OF ALL HALL OPENINGS, HALL ENDS, STEEL BEAMS AND ANGLE BEARING LOCATIONS. MINIMUM REINFORCEMENT SHALL BE 2-#6 VERTIGAL5 UNLE55 NOTED OTHERWISE. HOOD TRUSS SYSTEM I. TRUSS DESIGN, FABRIGATION, AND ERECTION SHALL BE IN GONFORMANGE WITH THE TRUSS PLATE INSTITUTE'5 SPEGIFIGATIONS AND RECOMMENDATIONS, AS HELL AS IN CONFORMANCE WITH THE BOLA APPROVAL REPORT REQUIREMENTS. DURING THE EREGTION PROGESS TEMPORARY LATERAL BRAGING OF THE TOP $ BOTTOM CHORDS AND HEB MEMBERS SHALL BE INSTALLED PER THE TRUSS PLATE INSTITUTE GUIDELINES. ALL LATERAL BRAGING INSTALLED DURING THE ERECTION PROGE55 SHALL REMAIN IN PLACE AND BE MADE A PART OF THE PERMANENT BRAGING SYSTEM AS DIRECTED BY THE ENGINEER. 10 11 12 INTERRUPT EVERY OTHER HORIZONTAL BAR SEE TYPICAL WALL DETAILS FOR RIENFORGIN6 I"A" V-GROOVE SIZE AND SPACING o I "xl" V-GROOVE CONTROL JOINT NOTE: PROVIDE CONTROL JOINTS ® 20'-O" O.G. MAX ® ALL GONG. WALLS EXPOSED 24" OR GREATER ABOVE FIN15H GRADE COORDINATE ALL SLAB FINISHING DETAILS WITH ARCHITECT 10 MIL. VAPOR BARRIER (MIN.) 13 1 14 1 15 " x I" JOINT SEAL (TYP) CONT. 2x4 KEY HATER STOP (INHERE INDICATED) eQ. o o b FILL SIDE SEE WALL DETAILS „ FOR REINFORCING I xl V-GROOVE SIZE AND 5PACIN& CONSTRUCTION JOINT NOTE: MAXIMUM PLACEMENT BETWEEN HALL CONSTR. JOINTS (FOR CONT. HALL5) SHALL BE (50) FEET, UNLESS NOTED OTHERWISE. TYP I GAL CONCRETE HALL JOINT DETA I L5 SCALE : NT5 COORDINATE ALL SLAB 6x&xH2AxH2.q WWF 0 MID. FINISHING DETAILS WITH DEPTH ARCHITECT SLAB - H.H.F RE I NF. TYP I GAL CONCRETE 5LA5 ON ORADE DETA I L5 50ALE : NT5 2. THE HOOD ROOF TRUSS FABRICATOR SHALL DESIGN AND FABRICATE THE ENTIRE ROOF AS A SYSTEM. THIS SHALL INCLUDE ALL STICK FRAMED SEGTION5, OVERHANGS, ROOF OPENING FRAMING (IF APPLIGABLE), AND ALL REQUIRED GONNEGTIONS, COORDINATE WITH ARGHITEGTURAL DRAWINGS FOR ALL DETAILS AND DIMENSIONS NOT A PART OF THE STRUCTURAL DRAWINGS. 3. THE HOOD ROOF MEMBERS INDICATED ON THESE DRAWINGS REPRESENT THE MINIMUM FRAMING REGUIREMENTS, AND THE FINAL DESIGN USED SHALL BE BASED ON THE APPROVED SUBMITTED ROOF DESIGN. 4. ALL BEARING LINES SHALL BE INDICATED ON THE ROOF FRAMING LAYOUT TO BE SUBMITTED FOR APPROVAL. 5. SUBMIT SHOP DRAWINGS FOR APPROVAL. THE SHOP DRAHIN65 SHALL INGLUDE: HOOD ROOF FRAMING LAYOUT, DESIGN DATA INDIGATING GONFORMANGE WITH THE GONTRACT DOGUMENTS, AND BOLA APPROVAL OR RESEARCH REPORT FOR THE TRUSS PLATE SYSTEM TO BE USED. STRUCTURAL LUMBER 1. ALL WORK SHALL BE IN GONFORMANGE HITH THE AMERIGAN FOREST $ PAPER ASSOG. 5TANDARD5 AND 5PEGIFIGATION5, LATEST ADDITION. 2. ALL LUMBER USED IN A STRUCTURAL GAPAGITY SHALL BE la% KILN DRIED HEM -FIR NO. I OR EQUAL, FB. 1200 PSI. 3. ANY HOOD IN DIREGT GONTAGT WITH CONCRETE OF MASONRY, EXPOSED TO UNHEATED BASEMENT AND GRAHL SPACES, OR EXPOSED TO THE EXTERIOR SHALL BE PRESSURE TREATED. 4. ALL BEAM TO BEAM CONNECTIONS SHALL BE GALV. FLANGE HANGERS. SUBMIT SHOP DRAWINGS FOR REVIEW. 5. ALL HOOD POST GAPS AND BASE GONNEGTION5 SHALL BE APPROVED GALV. (SIMP5ON OR EQUAL) POST GAP AND BASE PREFABRICATED ASSEMBLIES. SUBMIT SHOP DRAWINGS FOR REVIEH. 6. THE FRAMING SIZES, SPAGING, AND FRAMING DETAILS INDIGATED ARE THE MINIMUM REQUIRED. PROVIDE DESIGN AND FRAMING DETAILS AS PER LOADS INDICATED. 7. HORIZONTAL BRIDGING SHALL BE PROVIDED WITH DESIGN AND GONNECTION DETAILS. ALL BRIDGING SHALL BE INSTALLED BEFORE ANY CONSTRUCTION LOADS ARE PLACED ON THE JOISTS. THE ENDS OF ALL BRIDGING LINES TERMINATING AT HALLS OR BEAMS SHALL BE ANGHORED THERETO. 10. THE ENDS OF ALL JOISTS BEARING ON BEAMS OR BEARING PLATES SHALL EXTEND 4" MINIMUM OVER THE SUPPORT. 6" CONCRETE SLAB 6" MINIMUM "SAND -GRAVEL FILL (COMPACTED) UNDISTURBED NATURAL SOILS OF COMPACTED "GRANULAR FILL" (COORD. H/ CEOTECHNICAL ENGINEER) 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518-463.8066 F: 518.463.8610 CAPE COD INFLATABLE PARK PUMPHOUSE BUILDING 512 MAIN STREET WEST YARMOUTH, MA 02673 Cgwiock CIVIL ENGINEERING .SURVEYING TRANSPORTATION ,ENVIRONMENTAL 1150 Pawtucket Avenue Rumford,(401)4 RI 4-88806 (401) 434-8880 LTD www_cwltd.net DDA PROJECT # Stamp SYMB ISSUED FOR BY DATE CONSTRUCTION DOCUMENTS 3101/22 Drawn Project Manager P.I.C. SHEET TITLE MISC. DETAILS/ GEN NOTES PUMPHOUSE BUILDING SHEET NUMBER S-201 ® 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. �N IL I �I F E C I NO 1 1 2 1 3 1 4 5 1 6 1 7 8 1 9 1 10 1 11 I 12 13 14 15 1 2 3 4 5 6 7 8 9 10 1 11 12 13 1 14 1 15 ARCHITECTURAL LEGEND FLOOR PLAN GENERAL NOTES REFLECTED CEILING PLAN GENERAL NOTES 1. MINOR ITEMS OF WORK SUCH AS GUTTING, PATCHING, TRIM, ETC, SHALL BE PERFORMED A5 1. REFER TO STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, AND ELECTRICAL DRAWING5 N MATERIAL INDICATIONS WALL INDICATIONS SYMBOLS NECESSARY TO MAKE THE WORK COMPLETE WHETHER OR NOT NOTED ON THE DRAWIN65. FOR ADDITIONAL 56OPE OF WORK. COORDINATE WORK BETWEEN TRADES. NOTIFY THE ARCHITECT N IN WRITING IMMEDIATELY IF CONFLICT 15 DETERMINED, PRIOR TO START OF WORK. A550CIATW Room NUMBER 2. UNFIN15HED OPENIN65, HOLES, OR 51MILAR IRREGULARITIES AT YVALL5, FLOORS, OR CEILINGS IN THE EARTH EXISTING WALL /PARTITION WORK AREA, WHETHER EXISTING OR NEW, ARE TO BE PATCHED AND REPAIRED AS REQUIRED TO 2. PLU5/MINUS (+/-) NOTATIONS MAY BE USED TO IDENTIFY BOTTOM OF CEILING FINISH ELEVATION TO i (SHADING OPTIONAL) 101 O 7 o GRANULAR FILL A DOOR NUMBERS PROVIDE SMOOTH, EVEN, CONTINUOUS SURFACES PRIOR TO INSTALLATION OF FINISHES. ACCOUNT FOR VARIATIONS IN FIELD CONDITIONS. VERIFY ALL +/- DIMENSIONS DURING WORK: NEW WALL / PARTITION �DooR IDENTIFIER 3. TO FORM A LEVEL AND UNIFORM WALL SURFACE, ALIGN FACE QF NEW WALLS ON THE FINISH SIDE AT 3. REFER TO ROOM FINISH SCHEDULE FOR CEILING FIN15HES AND HEIGHTS OF ALL AREAS NOT A T E C T S I P.C. BRICK WALL REMOVAL / LOCATIONS WHERE DIFFERENT WALL TYPES ABUT EACH OTHER, U.N.O. INDICATED ON A400 SERIES SHEETS. - CONCRETE - - - - - - - - - - - - � OVERHEAD CONSTRUCTION # Q D COLUMN NUMBERS 4. FULL HEIGHT WALL5 EXTEND TO STRUCTURE OR DECK ABOVE, U.N.O. AT WALL5 EXTENDING TO 4. DIMENSIONS ARE FROM FACE OF WALL TO GENTERLINE OF CEILING TRACK, AND FROM FIN15H FLOOR p p p f f E p U p p E CONCRETE MASONRY UNITS I STRUCTURE OR DECK ABOVE, PROVIDE DEFLECTION TRACKS, U.N.O. TO FACE OF CEILING TILE OR CEILING SURFACE. p � p GROUT 5. AT WALL5 THAT EXTEND ABOVE CEILING, BUT NOT TO STRUCTURE OR DECK ABOVE, PROVIDE 5. DIMENSIONS ARE TO CENTERLINE OF LIGHT FIXTURES. U.N.O. D p� DIMENSIONING CONVENTIONS INTERNAL STRUCTURAL BRACING, OR PROVIDE DIAGONAL BRACING AT 46' D.G. ALTERNATING 51DE �[MUFMD 1AWALL / PARTITION TYPE OF WALL AND AT EA. 51DE OF DOOR(5), EA. SIDE OF WALL, U.N.O. 6. BALANCE CEILING GRIDS WITHIN EACH SPACE, AND/OR A5 NOTED ON DRAWING5. NO CEILING TILE ROUGH WOOD BLOCKING SHALL BE LE55 THAN 4" WIDE. � <VARIES> 6. HINGE JAMB OF DOORS SHALL BE 4" FROM PERPENDICULAR ADJACENT WALL, U.N.O. SHIM FACE OF STUD, GMU, OR FURRING, 1. WHERE A SINGLE FIXTURE OCCURS IN A SPACE, THE FIXTURE SHALL BE CENTERED IN THE CEILING, -T PLANHHUFINISH WOOD U.N.O. WINDOW TYPE i. PROVIDE SEALANT BETWEEN P1551MILAR MATERIALS. U.N.O. S. SECURE NEW CONSTRUCTION WITH FA5TENER5 OF ADEQUATE 517E AND AT THE PROPER SPACING TO 8. FURRING CHANNELS TO BE SPACED AT 16' O.G., MAX. PLYWAl OOD REVISION NUMBER INSURE THAT ALL NEW AND EXISTING MATERIALS WILL REMAIN FIRMLY FIXED IN POSITION SHOWN. L ALIGN FINISH FAGS OF NEW q. PROVIDE UL-LISTED FIRE STOPPING MATERIAL AND ASSEMBLY FOR ALL EXISTING AND NEW 307 Washington Avenue MEDIUM DEN5ITY FIBER BOARD ALIGN CONSTRUCTION WITH FACE OF PENETRATIONS. Alban New York 12206 USA L EXI5TIN6 OR NEW CONSTRUCTION O KEYNOTE NUMBER y, RIGID INSULATION A5 INDICATED. 10. SEAL ALL PENETRATIONS THROUGH WALL GON5TRUGTION ABOVE NEW CEILINGS. http://www.DDArch.com % ] BATT INSULATION T: 518.463.8066 F: 518.463.8610 ELEVATION TARGET 11. PROVIDE SOLID WOOD BLOCKING IN WALLS AND CEILINGS AS REQUIRED FOR PROPER INSTALLATION STEEL ROOM/AREA NAME OF 516NA6E. CAPE COD INFLATABLE ROOM NAME ROOM/AREA IDENTIFICATION PARK ### PUMP HOUSE KROOM/AREA NUMBER K DETAIL NUMBER DETAIL TYPE / NAME 512 MAIN STREET, (BASED ON COORDINATES NOT AT PERIMETER OF SHEETS) CEILING TYPE ELEVATION ABOVE WEST YARMOUTH1 MA 02673 Al FLOOR PLAN rIlNIV-1:1/ rLVUR GWB 10'-6" 1 USED / \ 1 /4" = V-0" A 101 SCALE OF DETAIL DRAWING NUMBER WHERE DETAIL WA5 TAKEN FIN15H OE516NATION PLAN, ELEVATION, SECTION, AND DETAIL TITLES REFLECTED CEILING TAG DIRECTION OF VIEW Ref DETAIL NUMBER SECTION NUMBER 1 1 H 1 1 H 1 A101 1fy- 1 A101 1 A101 A101 1 DIRECTION OF VIEW 1 DRAWING NUMBER WHERE Ref DRAWING NUMBER WHERE DETAIL 15 SECTION 15 DRAWN EXTERIOR DRAWN INTERIOR VIEWS VIEWS ELEVATION INDICATORS BUILDING SECTION INDICATORS DDA PROJECT #21-008 G G DETAIL NUMBER DIRECTION OF VIEW 1 1 DETAIL NUMBER A101 A101 1 < 1 1 1 A101 DRAWING NUMBER WHERE DETAIL 15rD A`�n . DRAWIN6 NUMBER WHERE / DRAWN DETAIL 15 DRAWN i No. 94' s DETAIL INDICATORS DETAIL / SECTION INDICATORS' ?Y OF NON Stamp GYPSUM BOARD WALL SYMB ISSUED FOR DATE 2 1 1. JAMES HARDIE "HARDIE SHINGLE 510ING" WITH 5" EXPOSURE. CONSTRUCTION DOCUMENTS 3/01 /22 2. WATER RESISTIVE BARRIER (JAMES HARDIE "HARDIEWRAP" 6 OR EQUIVILENT). 3. _ _ _ _ _ _ _ _ _ _ (1) LAYER 1/2" COX PLYWOOD SHEATHING. E 4. WOOD STUD FRAMING SYSTEM. NOTES: 3 4 PROVIDE R-1q FIBERGLASS BATT INSULATION $ (1) LAYER OF 5/4" PLYWOOD SHEATHING ON INTERIOR 51PE AT "CONTROL ROOM". ALSO REFER TO FLOOR PLAN. D WALL STUD STUD GWB FIRE TYPE 51ZE STUD 5PAGIN6, TYPE RATING NOTE 2x6 WOOD 16" O.G. --- --- --- NOT USED GYPSUM BOARD WALL 1 2 1. (1) LAYER 5/5" MOISTURE 4 MOLD RE515TANT GAB 2. WOOD STUD FRAMING SYSTEM. 3 (1) I_AYFR 3/4" PI YAOOO (;PFATNIN(� AT `( nNTRn1 RnnM" vyyvlryyyyyyyWyy� SIDE. Drawn Project Manager 4. 3-1/2" (R-13) FIBERGLASS BATT INSULATION. EXTEND 3 4 INSULATION TO 12" ABOVE CEILING. J Z /Z F R M R D W D NOTE5: SHEET TITLE g • EXTEND PLYWOOD SHEATHING 12" ABOVE SCHEDULED CEILING HEIGHT AT "CONTROL ROOM" GENERAL NOTES, WALL TYPES, AND WALL STUD STUD 61AIB FIRE LEGEND TYPE 51ZE STUD SPACING TYPE RATING NOTE ` 2x4 WOOD 16" O.G. --- --- --- A SHEET NUMBER p A13 WALL TYPES A001 NTS 1 2 p 5 6 7 Q ( 1 n 1 1 1 I-� r Q 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. N M K J B C E E D C B A Al 1 /4" = 1'-0" 1 2 � 1 � 1 • MIL 2 3 PUMP PIT FL 3 4 01,1001 , 4 5 5 I 6 IFA 7 7 8 8 9 I 10 10 11 12 13 14 1 15 FLOOR PLAN GENERAL NOTES 1. REFER TO SHEETS G001 AND A001 FOR ADDITIONAL INFORMATION ON REQUIREMENTS FOR NEW WORK AND ON REQUIREMENTS FOR NEW WORK AT EXISTING GONSTRUGTION. 2. REFER TO A7/A001 FOR WALL TYPES. 3. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL FLOOR DRAIN INFORMATION. FLOOR PLAN KEYED NOTES OALUMINUM LOUVER, COLOR TO MATCH SHINGLE 510IN6. REFER TO MEGHANIGALS DRAWINGS. EXP05ED GONGRETE SLAB. REFER TO 5TRUGTURAL FOR ADDITIONAL INFORMATION. OEXP05ED GONGRETE SLAB $ FOUNDATION WALLS. SLOPE FLOOR SLAB TO DRAIN A5 INDICATED, TYP. REFER TO 5TRUGTURAL FOR ADDITIONAL INFORMATION. OLINE OF FOUNDATION WALL, TYP, REFER TO 5TRUGTURAL FOR ADDITIONAL INFORMATION. OMETAL AGGE55 LADDER. O42" HIGH WOOD RAILIN65 WITH "SAFETY BOOT' RAILING SYSTEM BY SAFETY MAKER ING., TYPICAL AT EDGE OF FILTER AREA. REFER TO INTERIOR FOR ADDITIONAL INFORMATION. OPROVIDE R-11 FIBER61-A55 BATT INSULATION 6 3/4" PLYWOOD SHEATHING ALONG INTERIOR SIDE OF EXTERIOR WALLS AT "GONTROL ROOM". OPROVIDE WOOD SLOGKIN6 AT INTERIOR WALLS TERMINATIONS AT "GONTROL ROOM", TYP. O5TRUGTURAL WOOD COLUMN, REFER TO 5TRUGTURAL DRAWINGS. 10 SUMP PIT, REFER TO STRUCTURAL DRAWINGS. 11 TRENCH DRAIN SYSTEM, REFER TO PLUMBING DRAWINGS. 12 63.75 X 63.15" WALL OPENING FOR FAN UNIT. REFER TO MEGHANIGALS DRAWINGS: FLOOR PLAN SYMBOL LEGEND AREA OUT5IDE OF ARGHITEGTURAL SLOPE OF WORK. NEW WALL CONSTRUGTION. 5EE SECTIONS FOR WALL HEIGHTS. NEW DOOR AND FRAME A5 SCHEDULED. ALIGN FIN15H FACE OF NEW GONSTRUGTION WITH FACE OF EXI5TIN6 OR NEW AL16N GONSTRUGTION AS INDICATED. aWALL TYPE. ODOOR NUMBER. ROOM NAME ROOM/AREA IDENTIFIGATION. L7 A201 ♦ FIRE EXTINGUISHER AND HANGER PLAN NORTH 11 12 13 14 15 K RIG' 0 ff f T " E - I C' T 11, � ff I I [M U E ID-1 � 0 ID-1 (I�11 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 CAPE COD INFLATABLE PARK PUMP HOUSE 512 MAIN STREET, WEST YARMOUTH, MA 02673 DDA PROJECT #21-008 N.Y. IN I IL III Stamp SYMBI ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01 /22 Drawn Project Manager P.I.C. JZ/AF RMR E)WD SHEET TITLE FLOOR PLAN SHEET NUMBER Al 01 © 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. K J B 5 I I C I A N M L K J H 5 5 I D C F A 2 3 4 5 16- 4 3/4" 6 45' - 4 3/4" 7 I 9 10 m v- m 12 13 1 14 15 ROOF PLAN GENERAL NOTES 1. REFER TO SHEETS 0001 AND A001 FOR ADDITIONAL INFORMATION ON REQUIREMENT5 FOR NEW WORK AND ON REQUIREMENT5 FOR NEW WORK AT EXISTING CONSTRUCTION. 2. CONTRACTOR SHALL REVIEW WEATHER FORECASTS PRIOR TO START OF WORK AND REGULARLY THROUGHOUT WORK DAY. NO WORK SHALL BE STARTED IF THREAT OF RAIN OR SNOW 15 FORECAST. NO WORK SHALL BE PREFORMED IN THE RAIN OR SNOA. 3. ALL OPENINGS AND/OR PENETRATIONS SHALL BE SEALED PER DRAWINGS AND SPECIFICATIONS FOR WATER TIGHTNESS. 4. ALL SURFACES TO RECEIVE NEW FLASHING SHALL BE GLEAN, SMOOTH, DRY, AND FREE FROM FLAWS, SHARP EDGES, L005E FOREIGN MATERIAL, OIL, AND GREASE. SHOULD SURFACE MOISTURE OCCUR, CONTRACTOR SHALL PROVIDE NECESSARY EQUIPMENT TO DRY THE SURFACE PRIOR TO APPLICATION. ROOFING SHALL NOT START UNTIL ALL DEFECTS HAVE BEEN CORRECTED. 5. CONTRACTOR SHALL PROVIDE ALL MATERIALS INCLUDING SHINGLES, UNDERLAYMENT, ADHESIVES, FLASHING, FASTENERS, METAL EDGES, ETC. FROM A SINGLE SOURCE TO GREATEST EXTENT P055IBLE TO MAINTAIN MAXIMUM NUMBER OF COMPONENTS WITHIN THE FULL SYSTEM WARRANTY. PLAN NORTH ROOF PLAN SYMBOL LEGEND NEW ASPHALT SHINGLE ROOF MANUFACTURER: OWENS CORNING PRODUCT: DURATION SHINGLES COLOR: AS SELECTED BY OWNER FROM MANUFACTURER'S FULL RANGE UNDERLAYMENT: • SLOPES 4:12 AND GREATER: OAENS CORNING SYNTHETIC UNDERLAYMENT INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. • SLOPES 2:12 TO LE55 THAN 4:12: OWENS CORNING SYNTHETIC UNDERLAYMENT INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. EACH UNDERLAYMENT COURSE MUST BE OVERLAPPED AT MINIMUM OF 1/2 THE WIDTH OF THE UNDERLAYMENT PLUS 1 INCH. PROVIDE SELF -ADHERED ICE & WATER BARRIER ON EAVES EXTENDING UPSLOPE A MINIMUM OF 24 INCHES FROM THE INTERIOR HALL LINE. Is ARC HITECTS,P.C. AA ID-1 rr-" M � U E C � U 1-0-1 E E I -DI � 0 I -DI 3 pLAHH��C 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 CAPE COD INFLATABLE PARK PUMP HOUSE 512 MAIN STREET, WEST YARMOUTH, MA 02673 DDA PROJECT #21-008 QEDT a .- N.Y.:. IF 3 Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 FT Drawn JZ/AF Project Manager RMR P.I.C. DWD SHEET TITLE ROOF PLAN SHEET NUMBER Al 02 IN L IC E ID IC Ir IA 2 3 4 5 -J 7 Le 9 10 12 13 14 15 Q 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 15 EXTERIOR ELEVATION GENERAL NOTES N 2 3 4 2 4 N 1. REFER TO 5HEET5 0001 AND A001 FOR ADDITIONAL INFORMATION. 2. REFER TO WALL 5EGTION5 AND DETAIL5 FOR ADDITIONAL INFORMATION. 3. REFER TO DOOR 5GHEDULE FOR DOOR FIN15H. T/ PUMP HOUSE WALL LIGH) 115' - 1 5/8" V IF T/ PUMP HOUSE - - - - - - - - WALL (HIGH) n 1'-0° 115' - 1 5/8" V 4. REFER TO INTERIOR ELEVATION5 AND FIN15H 5GHEDULE FOR INTERIOR FIN15H. p i ARCHITECTS, P.C. 2 T/ PUMP HOUSE WALL (LOW) 1091-01, s 1'-0' T/ PUMP HOUSE WALL (LOW) 109 0 Q C U U E rr"If U TDI F MX� 1 M 1 2 T/ PUMP HOUSE 2 2 T/ PUMP HOUSE D �OnD �HUE■ ■ SLAB _B I1 98'-6" _ S_LAB 98'-6" LA 1 6 307 Washington Avenue Albany, New. York 12206 USA http://www.DDArch.com L L 1 NORTH ELEVATION L7 EAST ELEVATION T: 518.463.8066 F: 518.463.8610 1/8" = 1'-0" Al /A101 1/8" = 1'-0" Al /A101 CAPE COD INFLATABLE PARK 4 3 3 PUMP HOUSE _ K T/ PUMP HOUSE T/ PUMP HOUSE 512 MAIN STREET, WALL (HIGH) 115' - 1 5/8" V~� — _ — — — — WALL (HIGH) 1'-O" 115' - 1 5/8" WEST YARMOUTH MA 02673 T/ PUMP HOUSE WALL Low — — — — — — 109'-0" — 1� 3 T/ PUMP HOUSE _ _ _ _ _ — _ WALL Low 109'-0" 4 1 J EXTERIOR ELEVATION KEYED NOTES O JAME5 HARDIE "HARDIE 5HINGLE 51DIN6" WITH 5" EXP05URE OVER WATER RE515TIVE BARRIER (JAME5 HARDIE "HARDIEWRAP" OR EQUIVALENT). 2 2 T/ PUMP HOUSE SLAB 2 T/ PUMP HOUSE SLAB O 5/4 x 6 FIBERGEMENT TRIM BOARD. COLOR: WHITE O ASPHALT 5HINGLE ROOF WITH DOUBLE LAP UNDERLAYMENT. _ H _ 98' - 6" 6 4 ADJACENT CONCRETE WALL GON5TRUCTION BY OTHERS. REFER TO FLOOR PLAN. O O ALUMINUM LOUVER, COLOR TO MATCH 5HINGLE 510ING. REFER TO MEGHANICAL5 DRAWIN65. O 5/4 x 4 FIBERGEMENT TRIM BOARD AROUND PERIMETER OF LOUVER & DOOR. 6 COLOR: WHITE 5 981 - 6„ 5 6 H 1 SOUTH ELEVATION H7 WEST ELEVATION 63.15" X 63.15" HALL OPENING FOR FAN UNIT. REFER TO MEGHANICAL5 DRAWING5. O = 1l8" 1'-0" Al /A101 = 1/8" 1'-0" Al /A101 DDA PROJECT #21-008 A5 G T/ PUMP HOUSE A5o1 T/ PUMP HOUSE G — — — _ WALL (HIGH) 115' - 1 5/8" � s 1 T/ PUMP HOUSE WALL (L_OW) I1 109'-0" V A9 I I I I 51M A501 I I Al A501 1'-0" _ WALL (HIGH) s° Gam— I 115' - 1 5/8" I I T/ PUMP HOUSE . I _ — WALL LOW Al 109'-0" I I I A501 I I `� F ����A" . o � 0 Q T/ PUMP HOUSE - _ 98' -6 ,r o I I I T/ PUMP HOUSE _ SLAB'��+o��sP 11F98' - 6" N.Y. Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 PUMP HOUSE E PUM — — — — — :. — �O Pa E D1 BUILDING SECTION D7 BUILDING SECTION 1/8" = 1'-0" Al /A101 1/8" = 1'-0" Al /A101 D D T/ PUMP HOUSE 51M AA5 501 T/ PUMP HOUSE WALL -(HIGH n - V 3„ C� 115, 1 5/8 T/ PUMP HOUSE I_ _I — — _ _ WALL NIGH) 1 -O 115' --1- 5/8rr 13 T/ PUMP HOUSE G — — — WALLLOW) /1 I _ WALL LOW 51M 109' - 0" Al I I I 51M 109' - 0" I i A501 1 Al I I I i A501 Drawn Project Manager P.I.C. T/ PUMP HOULSAB I I I I T/ PUMP HOUSE JZ/AZ RMR DWD 98' - 6" LAB 98' - 6n B SHEET TITLE EXTERIOR PUMP HOUSE _ PUMP PIT n 9®'-a" PUMP HOUSE _ PUMP PIT OL $, a — 0 90'-0" ELEVATIONS & BUILDING SECTIONS A A SHEET NUMBER Al BUILDING SECTION A7 BUILDING SECTION A201 11 1/8" = 1'-0" Al /A101 1/8" = 1'-0" Al /A101 1 ? 4 5 R 7 1 R Q 1n 11 1? 1; 14 1 Q 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. N N L K J H C E E D C 0 A 2 3 Al REFLECTED CEILING PLAN 1 /4" = 1'-0" 1 2 3 4 5 6 I I 10 11 12 13 14 15 REFLECTED CEILING PLAN GENERAL NOTES 1. REFER TO 5HEET5 6001 AND A001 FOR ADDITIONAL INFORMATION ON REGUIREMENT5 FOR NEW WORK AND ON REOUIREMENT5 FOR NEW WORK AT EXI5TING GON5TRUGTION. REFLECTED CEILING PLAN KEYED NOTES (DEXF05ED ROOF FRAMING. (NOT 5HOWN FOR DRAWING GLARITY) PROVIDE BLOGKING BETWEEN TRU55E5 A5 NEGE55ARY FOR IN5TALLATION OF CEILING MOUNTED ITEMS, INCLUDING LIGHT FIXTURES, EXIT 51GN5, ETC. REFLECTED CEILING PLAN SYMBOL LEGEND AREA OUT5IDE OF ARGHITEGTURAL 5GOPE OF WORK. NEW GAB CEILING WITH R-35 FIBERGLA55 BATT IN5ULATION EXIT EXIT 516N. 5HADIN6 INDICATE5 FAGE AITH TEXT. ### ROOM/AREA IDENTIFIGATION NUMBER. a{ EXTERIOR AALL PAGK 4' LINEAR LIGHT FIXTURE 1 i I i ARCHITECTS, P.C. A Fo-1 C H � U E rr" U U FQ F Fo-1 0 F51 FD 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 CAPE COD INFLATABLE PARK PUMP HOUSE 512 MAIN STREET, WEST YARMOUTH, MA 02673 DDA PROJECT #21-008 0. Y N.Y. P OFM Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn JZ_/AF Project Manager RMR P.I.C. DWD SHEET TITLE REFLECTED CEILING PLAN SHEET NUMBER A401 N M L K J H G E E D C B A 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 Q 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. 1 2 3 4 5 6 7 I 8 9 10 12 13 14 15 N M K J H G E ■ D C I A Al WALL SE 3/4" = 1'-0" Al /A201 1 1 2 CTION ROOF FRAMING, REFER TO 5TRUGTURAL 'UMP HOUSE WALL (LOW) 109' 01 REFER TO WALL TYPE FOR A55EMBLY ALUMINUM LOUVER. REFER TO FLANS $ ELEVATIONS. UMP HOUSE SLAB If 98'-6 V /10 D5 A ROOF FRAMING, REFER TO 5TRUGTURAL T✓ PUMP HOUSE WALL (HIGH) I 115' - 1 5/8" ��II T/ PUMP HOUSE WALL (LO_ ) �p 109'-0" V REFER TO WALL TYPE FOR A55EMBLY S ' Al IM A502 T/ PUMP HOUSE ,.4 SLAB d 4 6 98'—�, - -a y c d .., .. 11 4 a t A5 WALL SECTION 3/4" = 1'-0" A7 /A201 5 6 REFER TO WALL TYPE FOR k A9 WALL SECTION 3/4" = 1'-0" D1 /A201 7 8 9 1 10 T/ PUMP HOUSE _ WALL�LOW) 109' - 0'"--� 2x4 W00D BLOGKING @16" O.G. A5 FOR WALL FRAMING 5UFFORT T/ PUMP HOUSE _ --SLAB _ I1 98' - 6" V FARH 7TECTS,P.C. AFMCUffE(�URE HLFU ■ O ■ 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 CAPE COD INFLATABLE PARK PUMP HOUSE 512 MAIN STREET, WEST YARMOUTH, MA 02673 DDA PROJECT #21-008 Wy Ll # � 6dpA' AF 0�`��'i Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01 /22 Drawn JZ/AF Project Manager RMR P.I.C. DWD SHEET TITLE EXTERIOR WALL SECTIONS SHEET NUMBER A501 N ■ L K J H G E E ■ C 1 A 3 1 4 12 1 13 I 14 15 Q 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TOP OF CONCRETE PERIMETER WALL BY OTHERS (ELEV. 112-6") 5/4x6 P.T. RAILS ANCHORED Ilk TO RAILING POSTS WITH 5/5 N FASTENERS. FTPr c r STEP FLASHING WITH GOUNTERFLA5HIN6. R-38 FIBERGLASS GUT REGLET IN CONCRETE WALL FOR BATT INSULATIONT7 J� ARC H I T E C T` S j P.C. GOUNTERFLA5HIN6 AND PROVIDE AIRUNITECITURE SEALANT AT TOP EDGE 2x6 CEILING FRAMING @16" O.G. MAX./as M DOUBLE 2x4 P.T. RAILING M P05T @ 46" O.G. MAX. 2 , REFER TO ROOF PLAN, DETAILS STRUCTURAL DRAWING5 FOR "SAFETY BOOTS" RAILING SYSTEM �NUE �OF8 2x6 LEDGER CONSTRUCTION.. BY SAFETY ING. R � REFER TO WALL TYPE t'' APPROVED EQKVALENTJER , ANCHORED TO CONCRETE FLOOR PER MANUFACTURER'S INSTRUCTION 8 PLAHNN" FOR A55EMBLY REQUIREMENTS. -'--___ T/ PUMP HOUSE L WALL Low 2x6 P.T. TOE BOARD 307 Washington Avenue 109 -oil °, °> a. ° Albany, New York 12206 USA L ° ° d ° 6" 4 p° http://www.DDArch.com 4° T: 518.463.8066 F: 518.463.8610 K1 EXTERIOR DETAIL - ROOF FLASHING AT PERIMETER WALL K10 INTERIOR DETAIL K13 INTERIOR DETAIL CAPE COD INFLATABLE 1" = 1'-0" Al /Al02 1 1/2" = 1'-0" A9 /A501 1" = 1'-0" D1 /A602 PARK K PUMP HOUSE K TOP OF CONCRETE PERIMETER 512 MAN STREET WALL BY OTHERS (ELEV. 112-6") JAMES HARDIE HARDIE SHINGLE WEST YARMOUTH, MA 02673 FIBER CEMENT SHINGLE 51DIN6 ON WATER-RE515TIVE BARRIER (JAMES HARDIE HARDIE WRAP OR EQUIVALENT) - 5" LAP EXF05URE REFER WALL TYPE J FOR A55EMBLY MBLY J STEP FLASHING WITH GOUNTERFLA514IN6. GUT PROVIDE APPROPRIATE PROVIDE APPROPRIATE RE&LET IN CONCRETE WALL FOR GOUNTERFLA5HIN6 Q GAP 8 SEALANT, TYP. GAP B SEALANT, TYP. AND PROVIDE SEALANT AT TOP EDGE 5 1/2" 1'-O" REFER TO WALL TYPE FOR A55EMBLY 5/4 FIBER CEMENT TRIM 3" REFER TO ROOF PLAN, DETAILS 8 BOARD, FULL HEIGHT. AL50 REFER TO ELEVATIONS STRUCTURAL DRAWIN65 FOR CONSTRUCTION.. H JAMES HARDIE HARDIE H 5/4 FIBER CEMENT TRIM BOARD, SHINGLE FIBER CEMENT FULL HEIGHT. AL50 REFER TO SHINGLE SIDING ON WATER - ELEVATIONS RESISTIVE BARRIER (JAMES T/ PUMP HOUSE HARDIE HARDIE WRAP OR WALL LOW 109' - O" STRUCTURAL WOOD COLUMN, REFER TO STRUCTURAL EQUIVALENT) - 5" LAP EXP05URE DDA PROJECT #21-008 C D G1 EXTERIOR DETAIL - ROOF FLASHING AT PERIMETER WALL G10 EXTERIOR DETAIL G13 EXTERIOR DETAIL 1" = 1'-0" Al /Al02 1 1/2" = 1'-0" Al /Al01 1 1/2" = 1'-0" Al /A101 HURRICANE CLIP, SEE STRUCTURAL ARCHITECTURAL ASPHALT SHINGLES ON DOUBLE ARCHITECTURAL ASPHALT SHINGLES ON LAP SYNTHETIC ROOF UNDERLAYMENT °� ` - ���������; DOUBLE LAP SYNTHETIC ROOF UNDERLAYMENT 1'-O" ROOF FRAMING, REFER 5/8" COX PLYWOOD ROOF SHEATHING TO STRUCTURAL JAMES HARDIE HARDIE SHINGLE F ROOF FRAMING, REFER TO STRUCTURAL. 3" �' ALUMINUM DRIP EDGE ARCHITECTURAL ASPHALT SHINGLES ON FIBER CEMENT SHINGLE 510IN6 ON WATER-RE515TIVE BARRIER n � O, y$ 5/8" COX PLYWOOD ROOF SHEATHING 1'-O° WHITE ALUMINUM DRIP EDGE 1x FIBER CEMENT TRIM DOUBLE LAP SYNTHETIC ROOF UNDERLAYMENT (JAMES HARDIE HARDIE WRAP OR EQUIVALENT) - 5" LAP EXP05URE REFER TO WALL N.Y. 2x 5UBFA5GIA 5/8" GDX PLYWOOD ROOF TYPE FOR A55EMBLY 1-1/4" STARTER STRIP OF M�S� — T/ PUMP HOUSE WHITE ALUMINUM 1x FIBER CEMENT FASCIA 2x 5UBFA5GIA SHEATHING 5/4 WOOD BLOCKING 1/4" GAP (DO NOT GAUL< $ ALUMINUM STRUCTURAL HEADER Stamp SYMB ISSUED FOR �nTE CONSTRUCTION DOCUMENTS 3/01 /22 DRIP EDGE _ _ WALL�LOW) L� WHITE ALUMINUM DRIP EDGE FLASHING. INSTALL FLASHING BEHIND AT LOUVER. REFER TO 109' - 0"+' � WATER -RESISTIVE BARRIER OR PER STRUCTURAL 1x FIBER CEMENT TRIM T/ PUMP HOUSE 1x FIBER CEMENT TRIM 51DING MANUFACTURER REQUIREMENTS DRAWING5 E v 1x FIBER CEMENT FASCIA _ _ _ WALL (HIGH) I1 `-- 1x FIBER CEMENT FASCIA 5/4x4 FIBER CEMENT TRIM E 1 15' - 1 5/8" �' v SEALANT 1/4" SMOOTH FIBER CEMENT SOFFIT 1' - 6" REFER TO WALL TYPE 1' - 6" 1/4" SMOOTH FIBER CEMENT SOFFIT APPROPRIATE GAP $ SEALANT PANEL. PROVIDE SEALANT AT SOFFIT FOR A55EMBLY PANEL. PROVIDE SEALANT AT SOFFIT PANEL PERIMETER $ JOINTS, TYP. 5/46 FRIEZE BOARD PANEL PERIMETER 8 JOINTS, TYP. 5/46 FRIEZE BOARD JAMES HARDIE HARDIE SHINGLE FIBER CEMENT SHINGLE SIDING ON WATER - ALUMINUM LOUVER SEALANT REFER TO WALL TYPE SEALANT RESISTIVE BARRIER (JAMES HARDIE HARDIE WRAP OR EQUIVALENT) - 5" LAP EXF05URE JAMES HARDIE HARDIE SHINGLE FIBER CEMENT SHINGLE FOR A55EMBLY JAMES HARDIE HARDIE SHINGLE FIBER CEMENT 5HIN6LE 510IN6 ON WATER- ROOF FRAMING, REFER TO STRUCTURAL (NOTE: JAMB SIMILAR. PROVIDE FLASHING TAPE AT OPENING AT JAMB) SIDING ON WATER-RE515TIVE BARRIER (JAMES HARDIE RESISTIVE BARRIER (JAMES HARDIE HARDIE D HARDIE WRAP OR EQUIVALENT) - 5" LAP EXPOSURE WRAP OR EQUIVALENT) - 5" LAP EXF05URE D D1 EXTERIOR DETAIL D5 EXTERIOR DETAIL D10 EXTERIOR DETAIL D13 EXTERIOR DETAIL 1 1/2" = 1'-0" I Al /A501 1 1/2" = 1'-0" I A5 /A501 1 1/2" = 1'-0" A9 /A501 1 1/2" = 1'-0" H 1 /A602 ARCHITECTURAL ASPHALT SHINGLES ON JAMES HARDIE HARDIE SHINGLE FIBER DOUBLE LAP SYNTHETIC ROOF UNDERLAYMENT JAMES HARDIE HARDIE SHINGLE FIBER CEMENT SHINGLE SIDING ON WATER- ROOF FRAMING, REFER TO STRUCTURAL. CEMENT SHINGLE 51DIN6 ON WATER- RE515TIVE BARRIER (JAMES HARDIE HARDIE (� RE515TIVE BARRIER (JAMES HARDIE HARDIE WRAP OR EQUIVALENT) - 5" LAP EXF05URE 5/6" GDX PLYWOOD ROOF SHEATHING 1 -� WRAP OR EQUIVALENT) - 5" LAP EXP05URE C 2" C� 2x6 SOFFIT BLOCKING @24" O.G. MAX.-�� 1-1/4" STARTER STRIP (2) 2X6 P.T. WOOD SILL ON POLYETHYLENE 2x 5UBFA5GIA ALUMINUM FLASHING. EXTEND 4" FROM ALUMINUM LOUVER FOAM SILL SEAL ANCHOR BOLT. WHITE ALUMINUM DRIP EDGE G - BOTTOM OF 510ING $ 4" FROM WALL ABOVE ROOF SHINGLE ALUMINUM FLASHING. SEE STRUCTURAL 1 1/4" STARTER STRIP DRAWINGS r 1x FIBER CEMENT TRIM i i T/ PUMP HOUSE z ARCHITECTURAL ASPHALT Drawn Project Manager P.Lc. - - WALL LOW SHINGLES ON DOUBLE 2" -�+ SEALANT Z /A F R M R D W D 2x4" LEDGER l O9' - O" LAP SYNTHETIC ROOF q `r 1x FIBER CEMENT FASCIA UNDERLAYMENT 5/4x4 FIBER CEMENT TRIM SHEET TITLE g HURRICANE CLIP, SEE STRUCTURAL PROVIDE APPROPRIATE GAP SEALANT T/ PUMP HOUSE 1/4" SMOOTH FIBER DEMENT SOFFIT 1' - 6 5/5" GDX PLYWOOD ROOF SHEATHING REFER TOP WALL JAMES HARDIE HARDIE SHINGLE SLAB PANEL. PROVIDE 5EALANT AT SOFFIT TY FIBER CEMENT SHINGLE SIDING ON PE FOR A55EMBLY . °-98' - 6" �q d :aa PANEL PERIMETER 8 JOINTS, TYP. REFER TO WALL 5/4x6 FRIEZE BOARD TYPE FOR A55EMBLY WATER -RESISTIVE BARRIER (JAMES HARDIER HARDIER WRAP OR DETAILS ° EQUIVALENT) - 5" LAP EXPOSURE q SEALANT JAMES HARDIE HARDIE SHINGLE FIBER CEMENT SHINGLE ROOF FRAMING, REFER TO STRUCTURAL SIDING ON WATER-RE515TIVE BARRIER (JAMES HARDIE SHEET NUMBER A A HARDIE WRAP OR EQUIVALENT) - 5" LAP EXPOSURE Al _ EXTERIOR DETAIL A5 EXTERIOR DETAIL A10 EXTERIOR DETAIL A13 EXTERIOR DETAIL A502 1 1/2" = 1'-0" Al /A501 1 1 1/2" = 1'-0" A9 /A501 1 1/2" = 1'-0" A9 /A501 1 1/2" = 1'-0" H 1 /A602 1 4 5 F 7 1 n? I n Q 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. 1 2 4 5 6 7 9 10 11 12 13 14 15 DOOR GENERAL NOTES n DOOR LOCATION DOOR DOOR DOOR DOOR DOOR DOOR FIRE FRAME FRAME FRAME HARDWARE NO. FROM LOCATION TO WIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH RATING GLAZING THRESHOLD TYPE MATERIAL FIN15H HEAD DETAIL JAMB DETAIL SILL DETAIL SET REMARKS 1. REFER TO SHEETS 0001 AND A001 FOR ADDITIONAL INFORMATION. REFER TO SHEET A602 FOR N FIN15H KEY. LM000 N 101 EXTTERIOR FILTER AREA 6' - 0" 7 - 0° 1 3/4" 2 GALV HM P1 -- -- ALUM B GALV HM P1 E4/A601 E1/A601 A7/A601 1 t InTlev Tut: AD/L ITC/T IAI IAID ITIAI/ /C =VIGTIAI/ //1Atl 11T1/ AIG ACC=/TIAIG IAIrTA 1 I ATI/�AI /1c 1nne�r 102 FILTER AREA GONTORL ROOM 3' - 0" T - 0" 1 3/4" 1 GALV HM P1 -- -- ALUM A GALV HM P1 E10/A601 E7/A601 A7/A601 2 REFER TO A10/A601 FOR JAMB DETAIL AT FOUNDATION WALL 6. I- 111 1 I I IL _11I I II I L.V I III r IINI I 1 \V VI L/l J I II\1J VVI\LI I IV I\zJ ni I LAV I IMW IIVJ I7"ZLLPI I KA IN VI 1.�VVR� AND/OR HARDWARE PER CONSTRUCTION DOCUMENTS PRIOR TO REMOVALS WORK.DEMBLING 3. REFER TO DESCRIPTIONS OF DOOR HARDWARE. IF SUBSTITUTIONS OF DOORS AND/OR HARDWARE ARCH I T E C T S f p.C. M 1 DOOR SCHEDULE ARE PRESENTED FOR CONSIDERATION, THE CONTRACTOR 15 RESPONSIBLE TO COORDINATE A5506IATED HARDWARE AND PROVIDE ALL COMPONENTS FOR A COMPLETE HARDWARE 5Y5TEM FOR THE AFFEGTED DOORS. ill � C 1 1 f f F C U U� F N.T.S. M 4. SEE CONTRACT DOCUMENTS FOR RELATED WORK. ■ M 5. MAINTAIN DOOR CLEARANCES PER THE CURRENTLY ADOPTED EDITION OF IGC A117.1, U.N.O. n O n 3 6. DOOR HARDWARE TO COMPLY WITH OWNER'S STANDARDS. It1l\vUl I11�151 ILinl�! 7. COORDINATE FINAL KEYING WITH OWNER. PROVIDE KEYS PER SPECIFICATIONS. n n n n n n A5 5CH'D A5 SCHEDULED 2" A5 SCH'D 2" 2 AS 56HEDULED 211 5. PROVIDE DOUBLE 5TUD5 AT ALL JAMB LOCATIONS. <v 12. ALL INTERIOR HOLLOW METAL DOOR FRAMES SHALL BE PREPARED TO ACCEPT SILENCERS: (2) FOR PAIRS OF DOOR5 AND (3) FOR SINGLE DOORS. PROVIDE SILENCERS, TYPICAL, U.N.O. 307 Washington Avenue 8 Albany, New York 12206 USA http://www.DDArch.com s e T: 518.463.8066 F: 518.463.8610 CAPE COD INFLATABLE %k Nil PARK E TYPE 1 TYPE 2 TYPE A TYPE B PUMP HOUSE K FLUSH HOLLOW FLUSH HOLLOW METAL DOOR METAL DOOR 512 MAIN STREET, WEST YARMOUTH, MA 02673 ABBREVIATIONS ALUM: ALUMINUM P: PAINT J GALV HM: GALVANIZED HOLLOW METAL J J1 DOOR TYPE J7 FRAME TYPE N.T.S. N.T.S. DOOR HARDWARE PRODUCTS / CODE STANDARD HINGES: 0.180 GAUGE HEAVY WEIGHT BALL -SEARING FULL MORTISE HINGE, 4-1/2" x N 4-1/2" COMMERCIAL GRADE CONTINUOUS HINGES: IVE5 112HD FULL MORTISE ALUMINUM GEARED HINGES, U525 FIN15H H SILENCERS: BHMA GRADE 1: NEOPRENE OR RUBBER, MIN. 1/2" PIA., FABRIGATED FOR HOLLOW METAL DRILLED IN APPLICATION TO FRAME, PROVIDE (5) AT EACH DOOR WITH NAILER DOOR FRAME LOGK5ET. HOLLOW METAL LOGK5ET5: BEST 93K HEAVY DUTY LINE CYLINDRICAL LOCK5ET5; 14D (ADA CONTOUR PROVIDE 2 x 6 DOUBLE STUDS DOOR FRAME ANGLE TURN WITH 3 1 /2" CONVEX R05E OR ESCUTCHEON); 53 (41/5" STRIKE 2' AT ALL JAMB LOCATIONS, TYP. REFER TO WALL TYPE FOR 1 5/4" DOORS); PROVIDED WITH UN-GOMBINATED GORE, E 5ERIE5 7-PIN FOR WALL A55EMBLY DOUBLE 2x4 STUDS, TYP. /—REFER TO WALL TYPE (GORE SIZE), E TYPE (KEYWAY), AND ALL ITEMS TO BE SATIN CHROMIUM DDA PROJECT #2 �1 -008 FLASHING TAPE, TYP. JAMES HARDIE "HARDIE FOR WALL A55EMBLY FINISH. USE PLASTIC DISPOSABLE GORE DURING CONSTRUCTION. COORDINATE SHINGLE" FIBER CEMENT 510ING KEYING WITH OWNER. G WATER RE515TIVE BARRIER _ FLUSH BOLTS: IVE5 FB457; TOP $ BOTTOM BOLTS WITH DP2 DUST PROOF STRIKES, U5260 DOUBLE 2x6 HERDER FINISH G "' REFER TO WALL TYPE (JAME5 HARDIE HARDIE LOGK5ET FUNCTIONS: STOREROOM (F86) FOR WALL A55EMBLY WARP OR EQUIVALENT) Ln %SEALANT, TYP. BOTH SIDES CLOSERS: LCN 4040 NON -HANDED WITH #304%GNS SPRING HOLD -OPEN GUSH ARM WITH 03 LAP SIDING STARTER COURSE GUSH SHOE SUPPORTS AS REQUIRED, AND MOUNTED ON PUSH SIDE OF TRIPLE 2 x 6 HEADER 1-1/4" FIBER CEMENT ,rn HOLLOW METAL DOOR; ADJUST ALL CLOSERS TO COMPLY WITH ADAAG 5 LB MAXIMUM OPENING FORGE. DOOR FRAME STARTER STRIP SADDLE THRESHOLD: ZERO INTERNATIONAL 665; ALUMINUM MILL FINISH. 1/4" GAP (DO NOT CAULK) 8 s WEATHER STRIPPING: ZERO INTERNATIONAL 326; ALUMINUM CLEAR ANODIZED FINISH.;. DOOR SWEEP: ZERO INTERNATIONAL 33q; ALUMINUM CLEAR ANODIZED FINISH. �f(��1 ALUMINUM FLASHING. INSTALL �� ,«� � �. FLASHING BEHIND WATER- A5TRA6AL: ZERO INTERNATIONAL 41; ALUMINUM CLEAR ANODIZED FINISH. _ RESISTIVE BARRIER OR PER REFER TO WALL TYPE KICK PLATE: IVE5 5400; 12" HIGH, U5260 FIN15H WATER RESISTIVE BARRIER SIDING MANUFACTURER FOR WALL A55EMBLY N®. 9 E (JAME5 HARDIE HARDIE REQUIREMENTS 1 15/16" 1 q/16" N.Y. WARP OR EQUIVALENT) SEALANT, TYP. BOTH SIDES _ ' h JAME5 HARDIE "HARDIE SHINGLE" 1 15/16" 1 15/16" 5/4 x 4 FIBER 5 7/8" �0F!AN FIBER CEMENT SIDING CEMENT DOOR TRIM DOOR TYPE: stamp 61/8" SYMB ISSUED FOR DATE APPROPRIATE GAP 8 SEALANT, TYP. HOLLOW METAL TYPE 1: CONSTRUCTION DOCUMENTS 3/01 /22 NAILER DOOR FRAME MANUFACTURER: GEGO DOOR PRODUCT 5/4 x 4 FIBER CEMENT DOOR TRIM SERIES: 1-3/4" REGENT E GAUGE: 18 G.A. PROFILE: FLUSH E E1 JAMB DETAIL E4 HEAD DETAIL E7 JAMB DETAIL E10 HEAD DETAIL TYPE 2: MANUFAGTURER: GECO DOOR PRODUCT 3" = l-011 3" = 1'_0" 31f = 1-011 311 = 1'-011 SERIES: 1-3/4" LEGION POLYSTYRENE GORE - GALVANIZED STEEL GAUGE: 16 G.A. PROFILE: FLUSH D FRAME TYPE: D TYPE A: MANUFACTURER: GEGO DOOR PRODUCT I� DOUBLE JAMB STUD EXTEND TO SERIES: DU - A60 GALVANIZED STEEL SLAB DIRECTLY NEXT TO IN51DE GAUGE: 16 G.A. FACE OF FOUNDATION WALL TYPE B: EXTERIOR WALL ASSEMBLY MANUFACTURER: GEGO DOOR PRODUCT EXTERIOR SERIES: DOB - A60 GALVANIZED STEEL G GAUGE: 14 G.A. STUD WALL FRAMING G 1 V O T DOOR 5WEEP THRESHOLD // � CONCRETE FOUNDATION DOOR HARDWARE SCHEDULE USED n✓ ;JVn LLVLLL f'IJ 7VR1_LVLLL _ _ _ = b a ° �PI ° ° qa am ° - a L1 T/ PUMP HOUSE Q I _ " —�R LA— �7 SET NO. INDIVIDUAL HARDWARE C.OMPONENT5 Drawn Project Manager P.I.C. J Z /A F MR D 1N D 1 2 QTY CONTINUOUS HINGES 1 QTY LOGK5ET (LOGK5ET FUNCTION: F86 - STOREROOM) 2 QTY CLOSER ., a III (��====,,, " 6 07Y 51LENGER5M 4QTY KICK PLATE SHEET TITLE B 2 QTY WEATHER STRIPPING 2 QTY DOOR 5WEEP 1QTY THRESHOLD DOOR SCHEDULE 1 QTY A5TRA6AL DOOR HARDWARE 2 QTY FLUSH BOLTS AND DETAILS 2 3 QTY STANDARD HINGES 3 QTY 51LEN6ER5 A 2 QTY KICK PLATE 1 QTY CLOSER A SHEET NUMBER 1 QTY LOGK5ET (LOCKSET FUNCTION: F86 - STOREROOM) 1 QTY WEATHER STRIPPING A 7 DOOR SILL A 10 JAMB DETAIL 1 QTY DOOR 5WEEP A6_01 1 QTY THRESHOLD 3" = 1'-0" 1 1 /2" = 1'-0" Al /Al 01 1 2 3 4 6 7 8 9 10 1 12 13 14 15 © 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. 1 2 1 3 4 5 6 7 8 9 10 1 1 12 13 1 14 15 FINISH GENERAL NOTESNI -- 1. REFER TO SHEETS G001, A001 4 INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION. SPACE NUMBER SPACE NAME FLOOR MAT'L. FLOOR FIN. NORTH BASE MAT'L. NORTH BASE FIN. NORTH BASE HT. NORTH WALL MAT'L. NORTH HALL FIN. EAST BASE MAT'L. EAST BASE FIN. EAST BASE HT. EAST WALL MAT'L. EAST WALL FIN. SOUTH BASE MAT'L. SOUTH BASE FIN. SOUTH BASE HT. SOUTH WALL MAT'L. SOUTH WALL FIN. WE5T BASE MATT. WEST BASE FIN, WE5T BASE HT. WEST WALL MAT'L. WEST WALL FIN. CEILING MAT'L. CEILING FIN. CEILING HT *REMARKS 101 FILTER AREA GONG --- EXP/RB EXP/RB1 6" EXP/GONG/6WB EXP/P2 EXP/RB EXP/RB1 6" EXP/GWB EXP/P2 --- --- --- --- --- --- --- --- EXP/GONG --- --- --- --- 102 CONTROL ROOM GONG --- RB R61 (6" PLY P2 RB R61 6" PLY P2 RB RB1 6" PLY P2 RB R51 6" PLY P2 GWB P2 4-6" 103 PUMP PIT GONG --- --- --- --- EXP/GONG --- --- --- --- EXP/GONG --- --- --- I --- EXP/GONG --- --- --- --- EXP/GONG --- --- --- --- 2. ALL MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFAGTURER'5 N INSTALLATION REQUIREMENT5. REPAIRS OR REPLACEMENT OF ANY AND ALL COMPONENTS OF THE SYSTEM DUE TO DEFICIENCY IN, OR FAILURE OF, THE SYSTEM DUE TO DEVIATION FROM THE DEMBLING + DEMBLING MANUFACTURER'5 INSTALLATION INSTRUCTIONS, INCLUDING SURFACE PREPARATION, SHALL BE THE 50LE RE5PON51BILI7Y OF THE CONTRACTOR AND SHALL NOT BE GROUNDS FOR A CHANGE ORDER. ARCH I T E C T 5 , P.C. 3. THE CONTRACTOR SHALL PROVIDE ALL SYSTEM COMPONENTS, MATERIALS, AND ACCESSORIES PER THE MANUFAGTURER'5 INSTALLATION INSTRUCTIONS AND THESE ARCHITECTURAL DRAWING5 TO MAKE A 1 � M � U E C U U � E THE SYSTEM WHOLE AND COMPLETE. M 4. WHERE NO SPEGIFIG MATERIAL RECOMMENDATION 15 MADE, THE CONTRACTOR SHALL PROVIDE M MATERIALS THAT ARE COMPATIBLE TO ALL MATERIALS IN THE SYSTEM AND ADJACENT TO THE WORK. (j �j n ID-1/� 1 V 1 1 FINISH SCHEDULE WHERE A MATERIAL HAS AN AESTHETIC IMPACT, PRODUCT INFORMATION SHALL BE SUBMITTED TO THE ARCHITECT FOR FINAL SELECTION PRIOR TO INSTALLATION. U u u u u u N.T.S. 5. REFER TO FIN15H KEY FOR ALL NOTED MATERIAL TYPES AND FOR PRODUCT, MANUFACTURER, MODEL, COLOR, AND FINISH INFORMATION. FINISH KEY 6. AT LOCATIONS SCHEDULED TO RECEIVE PAINT FINISH. PROVIDE 2 6OAT5 OF PRIMER AND 2 60AT5 OF (� PAINT, U.N.O. D13 PAINT 307 Washington Avenue I- P1 (HOLLOW METAL DOOR R FRAMES) L MANUFACTURER: 5HERWIN WILLIAM5 Albany, New York 12206 USA _ 1 GT. OTM ACRYLIC PRIMER/FIN15H http://www.DDArch.com 2 GT5. PRO INDUSTRIAL ACRYLIC COLOR: WHITE T: 518.463.8066 F: 518.463.8610 P2 (GYPSUM WALLBOARD 4 PLYWOOD) MANUFACTURER: 5HERWIN WILLIAM5 CAPE COD INFLATABLE 2 1 GT. PROMAR 200 ZERO VOG LATEX PRIMER PARK 2 GT5. PROMAR 200 HP ZERO VOG INTERIOR LATEX K COLOR: WHITE PUMP HOUSE _ K P3 (TRIM & SOFFIT) MANUFACTURER: 5HERWIN WILLIAM5 512 MAIN STREET, A13 6 2 GT5. EMERALD 100% ACRYLIC LATEX COLOR: WHITE WEST YARMOUTH MA 02673 P4 (FIBER CEMENT RIDING) MANUFACTURER: 5HERWIN WILLIAM5 2 GTS. EMERALD 100016 ACRYLIC LATEX COLOR: SHINGLE SIDING: COLOR TO MATCH EXISTING SHINGLE 5I0IN6 J 3 J RUBBER BASE RBI MANUFACTURER / PRODUCT: ROPPE / PINNACLE 6" COVE HALL BASE GOLOR: BLACK CEILING WB MANUFACTURER / PRODUCT: 5/8" M015TURE & MOLD RE515TANT 6WB. N N H 1 INTERIOR ELEVATION 1/4" = 1'-0" Al /A101 INTERIOR ELEVATION KEYED NOTES OMETAL ACCESS LADDER. DDA PROJECT #21 -008 10 1/4" 12' - 0 1/2" +/- �2' - 10 1/2"�L. 16' -1 1/4" +/- 6" G .-AEQ EQ EQ EQ EQ 4- EQ EQ EQ EQ 6" 8' - 2 1/4" +/- 20 EXPOSED STUD WALL FRAMING. 10 C EQ EQ EQ O EXP05ED CONCRETE FOUNDATION WALL 4" MAX. K13 BETWEEN RAILING 8 WALL - 5 P' A5p2 T BETWEEN RAILING 8 WALL O EXP05ED CONCRETE PERIMETER WALL (BY OTHERS). 42" HIGH WOOD RAILINGS WITH "SAFETY BOOT" RAILING SYSTEM BY SAFETY MARKER, TYPICAL AT EDGE OF FILTER AREA. ` OALUMINUM LOUVER, COLOR TO MATCH SHINGLE SIDING. REFER TO MEGHANIGALS DRAWIN65. F OPEN OPEN III 111 1111111 1111111 1111111 O 63.15" X 63.15" WALL OPENING FOR FAN UNIT. REFER TO MEGHANIGAL5 DRANIN65. 9468 F TO TO BEYOND BEYOND N.Y. 01 12' - 41/4" �''� �t N OF �- I ' Stamp I) SYMB ISSUED FOR DATE 3 3 CONSTRUCTION DOCUMENTS 3/01/22 - � I E ' Ji A603 1 I ( - E D1 INTERIOR ELEVATION D8 INTERIOR ELEVATION 114" = 1'-0" Al /A101 1/4" = 1'-0" Al /Al01 D D C - -- ABBREVIATIONS C GONG: CONCRETE PLY: PLYWOOD EXP: EXP05ED RE: RUBBER 6WB: GYPSUM WALLBOARD , Drawn Project Manager P.I.C. P2 P2 P2 / JZ/AR RI\/R DWD � P2 F SHEET TITLE B FINISH SCHEDULE, FINISH KEY & R61 R61 RB1 R61 INTERIOR ELEVATIONS A SHEET NUMBER A Al INTERIOR ELEVATION A4 INTERIOR ELEVATION A7 INTERIOR ELEVATION A10 INTERIOR ELEVATION A602 1/4" = 1'-0" Al /Al01 1/4" = 1'-0" Al /A101 1/4" = 1'-0" Al /A101 1/4" = 1'-0" Al /A101 1 2 4 O n n Q 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. i 1 2 3 4 N a LI K i 5 E El I NTE 1/4" = 1'-0" Al /Al01 E D C I 'NOT USED OPEN TO BEYOND 5 RIOR ELEVATION 5 6 7 J7 DETAIL - LADDER 1/2" = 1'-0" D1 /A602 9 HARDAA1 2" OIA 5T STEEL 6F 5/5 NON- TREAD5, J10 DETAIL - LADDER 1 /2" = 1'-0" P /A603 E8 INTERIOR ELEVATION 1/4" = 1'-0" Al /A101 12 13 1 14 15 INTERIOR ELEVATION KEYED NOTES 0 METAL AGGE55 LADDER. 2O EXP05ED 5TUD WALL FRAMING, OEXP05ED GONGRETE FOUNDATION HALL. OEXP05ED GONGRETE PERIMETER HALL (BY OTHER5). O42" HIGH ROOD RAILING5 ATH "SAFETY BOOT" RAILING 5Y5TEM BY SAFETY MARKER, TYPICAL AT EDGE OF FILTER AREA. OALUMINUM LOUVER, COLOR TO MATCH 5HINGLE 510ING. REFER TO MEGHANI6AL5 DRAAN65. O63.15" X 63.15" HALL OPENING FOR FAN UNIT. REFER TO MEGHANIGAL5 DRAAING5. FQ (FZ� n n � U E (r-:�'U U MD F Gs00o G3� P I R RNI 9NO 901 mATIM I LN 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 CAPE COD INFLATABLE PARK PUMP HOUSE 512 MAIN STREET, WEST YARMOUTH, MA 02673 IN I IL I I I DDA PROJECT #21-008 G Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 E Drawn Project Manager P.I.C. JZ/A,F RMR DWD SHEET TITLE INTERIOR ELEVATIONS AND DETAILS D C I A Al INTERIOR ELEVATION A8 INTERIOR ELEVATION 1/4" = 1'-0" Al /A101 1/4" = 1'-0" Al /A101 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 SHEET NUMBER A A603 Q 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. 2 3 4 5 6 7 R a In 1 'I 1 -4 14 15 �) M L K HI G F EI DI G B A ECTION 233100 - SHEET METAL AND DUCTWORK ACCESSORIES CONSTRUCTION 1. TRANSVERSE JOINTS SHALL BE SEALED WITH DUCT JOINT e. PIPE -TO -PIPE AND PIPE -TO -FITTING CONNECTIONS IN 4. RECOMMENDED OPERATING PRESSURE FOR FLEXIBLE DUCTWORK SEALANT. "DUCTMATE" OR "NEXUS" 4-BOLT CONNECTION SYSTEMS DUCTWORK ABOVE 60 IN. IN DIAMETER SHALL BE MADE BY SHALL BE THREE TIMES MAXIMUM SYSTEM PRESS BUT NOT LESS PART 1 - GENERAL MAY BE USED IN LIEU OF STANDARD CONSTRUCTION. ANGLE RING FLANGES. THE FLANGE ON THE PIPE SHALL BE THAN 6 IN. W.G. POSITIVE PRESSURE FOR 4 IN. - 20 IN. DIA., 5 IN. .1 WORK INCLUDED 2. FIELD ASSEMBLED LONGITUDINAL SEAMS SHALL BE SEALED WITH A 2 IN. X 2 IN. X 3/16 IN. ANGLE ATTACHED TO THE PIPE WITH W.G. NEGATIVE PRESSURE THROUGH 16 IN. DIA., 1 IN. NEGATIVE A CONTINUOUS WELD. THE FITTINGS SHALL HAVE A LOOSE PRESSURE FOR 18 IN. AND 20 IN. DIA. MAXIMUM VELOCITY OF 5500 A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED FOR DUCT SEALANT. FACTORY OR SHOP FABRICATED ROLLED OR RING "VAN STONE" FLANGE A 5/8 IN. FLANGE SHALL BE FPM. THE COMPLETE INSTALLATION DESIGNED IN CONTRACT DOCUMENTS. MACHINE PRESSED LONGITUDINAL SEAMS DOES NOT REQUIRE PROVIDED TO ACT AS A GASKETING SURFACE FOR SEALING SEALANT. WITH THE ANGLE RING BEING A ROLLED, WELDED RING 2 IN. 5. OPERATING TEMPERATURE RANGE - 20°F TO 250°F, INTERMITTENT .2 QUALITY ASSURANCE C. CORNER CLOSURES SHALL BE REQUIRED AS DESCRIBED AND X 2 IN. X 3/16 IN. BOLT HOLE SPACING FOR ANGLE RINGS @1/2 IN. POS. W.G. MAX., -20°F TO 140°F, CONTINUOUS AT MAXIMUM A. DUCTWORK SHALL BE FABRICATED AND INSTALLED IN COMPLIANCE WITH ILLUSTRATED BY SMACNA DUCT CONSTRUCTION STANDARDS. SHALL BE 6 IN. CENTERS. PRESSURE. LATEST EDITION OF THE FOLLOWING STANDARDS. D. THROAT RADIUS ON ALL ELBOWS SHALL NOT BE LESS THAN THE f. IF LONGITUDINAL SEAM DUCT GREATER THAN 60 IN. IN 6. FLAME SPREAD: 25 MAX. SMOKE DEVELOPED RATING; 50 MAX. 1. SMACNA DUCT CONSTRUCTION STANDARDS -METAL AND FLEXIBLE DIMENSION OF THE DUCT PLANE OF RADIUS. WHERE THIS CANNOT BE DIAMETER IS SUPPLIED IN LENGTHS GREATER THAN 4 FT., 7. POROUS INNER CORE FLEXIBLE DUCT SHALL NOT BE USED. DUCTWORK. MAINTAINED, USE SHORTER RADIUS WITH INTERNAL GUIDE VANES, OR ONE ANGLE RING MUST BE WELDED TO THE DUCT ON 4 FT. SQUARE ELBOW WITH TURNING VANES. CENTERS FOR SUPPORT. C. STATIC PRESSURE AND THERMAL PERFORMANCE SHALL BE TESTED AND 2. SMACNA DUCT LINER APPLICATION STANDARD. CERTIFIED IN ACCORDANCE WITH AIR DIFFUSION COUNCIL (ADC) TEST E. BRACING AND HANGING OF DUCTWORK SHALL BE PER SMACNA 2.4 DUCTWORK SEALING CODE FD-72-R1 UNDER CONDITIONS OF 140°F FOR 164 HOURS AND 180°F 3. SMACNA HVAC AIR DUCT LEAKAGE TEST MANUAL. STANDARDS FOR SIZE AND SYSTEM CLASS OF DUCTWORK BEING USED. A. SMACNA DUCT SEALING CLASSIFICATION SHALL BE USED FOR DUCT FOR 4 HOURS. 4. 2015 INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION F. ANY TRANSFORMATIONS SHALL NOT REDUCE THE DUCTWORK CROSS- SYSTEMS USING THE FOLLOWING CRITERIA: D. ACOUSTICAL PERFORMANCE SHALL BE CERTIFIED IN ACCORDANCE WITH CODE. SECTIONAL AREA. MAXIMUM ANGLE IN STRAIGHT DUCT, 20 FOR 1. DUCTWORK AND ALL PLENUMS WITH PRESSURE CLASS RATINGS ASTM E 477 AND/OR AIR DIFFUSION COUNCIL TEST CODE FD-72-R1. 5. NFPA STANDARD 96. DIVERGING FLOW AND 30 FOR CONTRACTION FLOW. TRANSFORMATION SHALL BE CONSTRUCTED TO SEAL CLASS A, AS REQUIRED TO MEET 1. MINIMUM ACOUSTIC PERFORMANCE: FROM SQUARE TO ROUND OR FLAT TO OVAL SEAMS WELDED OR BRAZED. THE REQUIREMENTS OF SMACNA DUCT CONSTRUCTION 6. PLANS AND SPECIFICATIONS WHICH EXCEED THE REQUIREMENTS 2.3 ROUND DUCTWORK STANDARDS AND WITH STANDARD INDUSTRY PRACTICE, INCLUDING a. THE INSERTION LOSS (DB) OF A 6 FOOT LENGTH OF DUCT IN ANY OF THE REFERENCED STANDARDS. TRANSVERSE JOINTS, LONGITUDINAL SEAMS, FITTING WHEN TESTED IN ACCORDANCE WITH ASTM E477 AT A 7. 2015 INTERNATIONAL MECHANICAL CODE. A. STANDARD ROUND DUCTWORK: CONNECTIONS, AND ALL PENETRATIONS OF THE DUCT WALL. VELOCITY OF 1000 FEET PER MINUTE SHALL BE AT LEAST: B. ALL SHEET METAL SHALL BE FABRICATED AND INSTALLED BY AN 1. MATERIALS: 2. OPENINGS FOR ROTATING SHAFTS SHALL BE SEALED WITH 125 HZ 250 500 1000 HZ 2000 4000 EXPERIENCED CONTRACTOR SPECIALIZING IN THIS TYPE OF WORK. a. GALVANIZED SHEETMETAL`. COMPLY WITH ASTM A653 AND BUSHINGS OR OTHER DEVICES THAT SEAL OFF AIR LEAKAGE. HZ HZ HZ HZ PRESSURE SENSITIVE TAPE SHALL NOT BE USED. 8 INCH 26 27 27 31 32 27 C. ALL DUCTWORK AND FITTINGS SHALL HAVE A COMPUTER GENERATED A924, WITH G90/Z275 COATING. DIA. LABEL AFFIXED TO THE EXTERIOR SURFACE OF EACH SECTION, DETAILING b. STAINLESS -STEEL SHEETS: COMPLY WITH ASTM A 480/A 3. ALL CONNECTIONS SHALL BE SEALED, INCLUDING BUT NOT LIMITED 12 INCH 22 26 24 31 31 20 ALL APPLICABLE INFORMATION INCLUDING THE DUCT DIMENSIONS, 480M, TYPE 304 OR 316, AS INDICATED IN EXHIBIT "I"; COLD TO SPIN -INS, TAPS, OTHER BRANCH CONNECTIONS, ACCESS DIA GAUGE, REINFORCEMENT TYPE/CLASS AND CONNECTION TYPE BY ROLLED, ANNEALED, SHEET. EXPOSED SURFACE FINISH DOORS, ACCESS PANELS AND DUCT CONNECTIONS TO EQUIPMENT. SYSTEMS MANUFACTURER. GALVANIZING THICKNESS SHALL BE CLEARLY SHALL BE NO. 2B, NO. 2D OR NO. 3 AS INDICATED IN EXHIBIT 4. SEALING THAT WOULD VOID PRODUCT LISTINGS IS NOT REQUIRED. E. FRICTION LOSS AND LEAKAGE FOR FLEXIBLE DUCT ONLY SHALL BE STENCILED ON EACH DUCT SECTION. „It, 5. SPIRAL LOCK SEAMS NEED NOT BE SEALED. CERTIFIED IN ACCORDANCE WITH AIR DIFFUSION COUNCIL TEST CODE D. ALL DUCTWORK ON THE PROJECT SHALL MEET THE SMACNA DUCT C. ALUMINUM SHEETS: COMPLY WITH ASTM B 209 (ASTM B FD-72-R1. LEAKAGE FOR CONNECTIONS SHALL BE ACCORDANCE WITH UL CLEANLINESS FOR NEW CONSTRUCTION GUIDELINES, "ADVANCED LEVEL" 209M) ALLOY 3003, H14 TEMPER; WITH MILL FINISH FOR B. DUCT SEALANT FOR INDOOR APPLICATIONS SHALL BE NON-FIBRATED, 181 REQUIREMENTS. OF DUCT CLEANLINESS FOR PRODUCTION, DELIVERY, STORAGE AND CONCEALED DUCTS, AND STANDARD, ONE -SIDE BRIGHT WATER BASED, HARDCAST IRON -GRIP IG-601, DUCTMATE PRO SEAL, INSTALLATION OF DUCTWORK. FINISH FOR DUCT SURFACES EXPOSED TO VIEW. FOSTER 32-17 OR CHILDERS CP146. F. BASIS -OF -DESIGN: FLEXMASTER 6B (R-6.0). .3 SUBMITTALS d. GAUGES PER SMACNA DUCT CONSTRUCTION STANDARDS. C. DUCT SEALANT FOR OUTDOOR APPLICATIONS SHALL BE FIBRATED, G. ACCEPTABLE MANUFACTURERS: A. DUCTWORK SHOP DRAWINGS. SPIRAL LOCK -SEAM OR LONGITUDINAL FUSION -WELDED. WATER BASED, HARDCAST VERSA -GRIP VG-102, DUCTMATE FIBERSEAL 1. DUNDAS-JAFINE TYPE SPC R6.0 FOSTER 32-17 OR CHILDERS CP148. B. DUCT ACCESS DOORS. 2. ALL SPIRAL DUCTS SHALL HAVE LOCKED SEAMS SO MADE AS TO D. 2. HART & COOLEY TYPE F216 (R-6.0) ELIMINATE LEAKAGE UNDER PRESSURE FOR WHICH THIS SYSTEM SEALANTS AND TAPES SHALL BE LISTED AND LABELED IN ACCORDANCE C. FLEXIBLE DUCT. HAS BEEN DESIGNED. LONGITUDINAL SEAMS DUCT SHALL HAVE WITH UL 181A OR UL181 BAND MARKED ACCORDING TO TYPE. 3. FLEXIBLE TECHNOLOGIES, INC. THERMAFLEX TYPE M-KE (R-6.0) D. SUBMIT A COMPLETE SHOP STANDARD MANUAL INCLUDING FUSION -WELDED BUTT SEAMS. 2.5 TURNING VANES 4. ATCO RUBBER PRODUCTS, INC. TYPE 036 R-6.0 ( ) MISCELLANEOUS MATERIALS, AND CONSTRUCTION DETAILS FOR ALL 3. NO STOVEPIPE WILL BE ALLOWED. LONGITUDINAL SEAM DUCT A. PROVIDE IN MITERED ELBOWS AS SHOWN ON CONTRACT DRAWINGS. 2.8 FLEXIBLE DUCT ELBOW SUPPORT SHOP FABRICATED MATERIALS INCLUDING, BUT NOT LIMITED TO, VOLUME WITH SNAP LOCK LONGITUDINAL SEALED SEAMS MAY BE USED ON VANES 36 IN. OR LONGER SHALL BE DOUBLE WALL AIR FOIL TYPE. ALL DAMPERS, TURNING VANES, DUCT SEALANT, EQUIPMENT FLEXIBLE DUCTWORK WHERE PRESSURE CLASS IS 2 IN. W.G. OR LESS. TURNING VANES SHALL BE INSTALLED AS PER THE LATEST SMACNA A. PROVIDE FLEXIBLE DUCT ELBOW SUPPORT FOR FLEXIBLE DUCT CONNECTIONS, ACCESS DOORS, FLEXIBLE DUCT, ACOUSTICAL DUCT ROUND, LOW VELOCITY DUCTWORK SHALL BE SELF-LOCKING, PRE- STANDARDS. TURNING VANE SIZE AND SPACING SHALL BE AS PER CONNECTED DIRECTLY TO A DIFFUSER COLLAR. LINING, ETC. SEALED SNAP LOCK DUCT, WHICH INCORPORATES A FACTORY SMACNA. TURNING VANE SPACING GREATER THAN SMACNA STANDARDS B. ELBOW SUPPORT SHALL BE A RADIUS FORMING BRACE DESIGNED TO APPLIED GASKET IN THE LONGITUDINAL SEAM AND ON THE FEMALE IS NOT ACCEPTABLE. .4 GENERAL END OF THE TRANSVERSE JOINT. SNAP LOCK PIPE SHALL BE FORM FLEXIBLE DUCT INTO A 90° ELBOW NOT LESS THAN ONE DUCT A. PRIMERS AND PAINT USED FOR DUCTWORK IN ALL ADHESIVES, SEALANTS, PRIM "GREENSEAM +" AS MANUFACTURED BY DUCTMATE INDUSTRIES, B. TURNING VANES SHALL BE HARPER OR EQUIVALENT DOUBLE WALL DIAMETER IN CENTERLINE RADIUS. THE INTERIOR OF THE BUILDING .SHALL COMPLY WITH THE MAXIMUM OR EQUAL. PROVIDE FLEXMASTER STO SIDE TAKEOFF FITTINGS OR TURNING VANES FABRICATED FROM THE SAME MATERIAL AS THE DUCT. C. o ELBOW SUPPORT SHALL BE MANUFACTURED FROM 100 /o RECYCLED VOLATILE ORGANIC COMPOUND (VOC) LIMITS CALLED FOR IN THE DUCTMATE HETO TAKE OFF FITTINGS AT DUCT MAINS FOR ROUND DU C. TURNING VANE FRONT AND BACK PANELS SHALL BE SECURELY LOCKED COPOLYMER POLYPROPYLENE WITH A UNIVERSAL FIT OF 4 IN. THRU 16 IN. CURRENT VERSION OF U.S. GREEN BUILDING COUNCIL LEED CREDITS EQ DUCT TAKEOFFS. TOGETHER WITH ADEQUATE CRIMPING TO PREVENT TWISTING OF VANE. AND BE UL LISTED. 4.1 AND EQ 4.2. 4. ROUND DUCTWORK FITTINGS: VANE SHALL BE CAPABLE OF WITHSTANDING 250 POUNDS OF TENSILE D. BASIS -OF -DESIGN: TITUS FLEXRIGHT. 5 DUCTWORK CLASSIFICATION a. ALL FITTINGS FABRICATED PER SMACNA STANDARDS FOR LOAD WHEN SECURED ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS. 2.9 FLEXIBLE CONNECTIONS TO FANS AND EQUIPMENT A. DUCT SYSTEMS ARE T BE CLASSIFIED AND CONSTRUCTED PER THE ROUND AND FLAT -OVAL DUCTWORK, MATERIAL TO MATCH. SMACNA VELOCITY -PRESSURE CLASSIFICATION SYSTEM AS FOLLOWS: STRAIGHT PIECES OF DUCTWORK. D. RAILS FOR MOUNTING TURNING VANES SHALL HAVE SELF LOCKING, A. BASIS OF DEIGN: VENTFABRICS, INC. FRICTION FIT TABS DESIGNED TO FACILITATE PROPER ALIGNMENT OF 1. ALL DUCTWORK SHALL BE CONSTRUCTED FOR A MINIMUM b. FITTINGS SHALL HAVE CONTINUOUS, WELDED SEAMS. VANES. TAB SPACING SHALL BE AS SPECIFIED IN FIGURE 4-3 OF THE 2005 B. ACCEPTABLE MANUFACTURERS: DUCTMATE INDUSTRIES, INC., DURO PRESSURE CLASS OF 2 IN. W.G. (UNLESS STATED OTHERWISE) FOR c. 90 TEES SHALL BE CONICAL TYPE. 90 TEES AND 45 SMACNA MANUAL, "HVAC DUCT CONSTRUCTION STANDARDS, METAL AND DYNE INC., ELGEN MANUFACTURING, WARD INDUSTRIES, INC.; A DIVISION THE FOLLOWING SYSTEMS; AS APPLICABLE: LATERALS UP TO AND INCLUDING 12 IN. DIAMETER TAP SIZE FLEXIBLE". RAIL SYSTEMS WITH NON -COMPLIANT TAB SPACING SHALL OF HART & COOLEY, INC. a. SUPPLY DUCT DOWNSTREAM OF TERMINAL UNITS. SHALL HAVE A RADIUSED ENTRANCE INTO THE TAP, NOT BE ACCEPTED. C. MATERIALS: FLAME-RETARDANT OR NONCOMBUSTIBLE FABRICS, WATER PRODUCED BY MACHINE OR PRESS FORMING. THE E. .ACOUSTICAL TURNING VANE: SHALL BE USED IN APPLICATIONS THAT AND MILDEW RESISTANT UL STANDARD 214. b. TYPICAL LOW PRESSURE SUPPLY DUCTWORK.. ENTRANCE SHALL BE FREE OF ANY RESTRICTIONS. REQUIRE QUIET OPERATING SYSTEMS. MOUNTING RAILS SHALL HAVE D. COATINGS AND ADHESIVES: COMPLY WITH UL 181, CLASS 1. C. TYPICAL RETURN DUCTWORK. d. ROUND TAPS OFF THE BOTTOM OF RECTANGULAR DUCTS FRICTION INSERT TABS THAT ALIGN THE VANES AUTOMATICALLY. DOWN TO DIFFUSERS SHALL BE MADE WITH A 45 SQUARE TO F. ACCEPTABLE MANUFACTURER: DUCTMATE INDUSTRIES PRO -RAIL E. METAL -EDGED CONNECTORS: FACTORY FABRICATED WITH A FABRIC d. TYPICAL LOW PRESSURE EXHAUST DUCTWORK. ROUND SHOE -TAP. STRIP 5-3/4 IN. WIDE ATTACHED TO TWO (2) STRIPS OF 2-3/4-IN. WIDE, 0.028- TURNING VANE OR APPROVED EQUAL. IN. THICK, GALVANIZED SHEET STEEL OR 0.032 IN. THICK ALUMINUM 2. SUPPLY DUCT UPSTREAM OF TERMINAL UNITS SHALL BE 5. ELBOWS: 2.6 DAMPERS IN DUCTWORK SHEETS. PROVIDE METAL COMPATIBLE WITH CONNECTED DUCTS. CONSTRUCTED FORA MINIMUM PRESSURE CLASS OF 3 IN. W.G. UNLESS OTHERWISE STATED OR REQUIRED AS PER BELOW. a. DIAMETERS 3 IN. THROUGH 8 IN.: TWO -SECTION STAMPED A. BLADE TYPE VOLUME DAMPERS: CONSTRUCTED PER SMACNA, ONE F. INDOOR SYSTEM, FLEXIBLE CONNECTOR FABRIC: GLASS FABRIC DOUBLE 3. PRESSURE CLASSES ABOVE 3 IN. W.G. SHALL BE PROVIDED AS AND CONTINUOUSLY WELDED ELBOWS, MATERIAL TO GAUGE HEAVIER THAN DUCT MATERIAL, SECURELY FASTENED TO 3/8 IN. COATED WITH NEOPRENE. FOLLOWS, BASED UPON THE EXTERNAL STATIC' PRESSURE AS MATCH STRAIGHT PIECES OF DUCTWORK. SQ., COLD ROLLED STEEL OPERATOR ROD. PROVIDE VENTLOCK 639 1. MINIMUM WEIGHT: 26 OZ./SQ. YD. SCHEDULED FOR EACH SPECIFIC FAN. b. OVER 8 IN.: GORED CONSTRUCTION WITH STANDING SEAM ELEVATED DIAL REGULATOR FOR 2 IN. INSULATED DUCTWORK. SCHEDULED EXTERNAL STATIC PRESSURE PRESSURE CLASS CONSTRUCTION AND INTERNALLY SEALED OR B. MULTIPLE BLADE TYPE VOLUME DAMPERS: PROVIDE MULTIPLE BLADE 2. TENSILE STRENGTH: 480 LBF/IN. IN THE WARP AND 360 LBF/IN. IN THE FILLING. CONTINUOUSLY WELDED. LESS THAN 35 - TWO GORES, 36 VOLUME DAMPERS IN DUCTWORK ABOVE 12 IN. IN HEIGHT. TO 70 - THREE GORES, OVER 71 - FIVE GORES. 3. SERVICE TEMPERATURE: MINUS 40 TO PLUS 200°F. OVER 3 IN. UP TO 4 IN. W.G. 4 IN. W.G. C. FABRICATED TO A CENTERLINE RADIUS OF 1.5 TIMES THE 1. HEAVY DUTY, MANUAL BALANCING DAMPERS SUITABLE FOR APPLICATION IN HVAC SYSTEMS WITH VELOCITIES TO 1,500FT. PER G. OUTDOOR SYSTEM, FLEXIBLE CONNECTOR FABRIC: GLASS FABRIC OVER 4 IN. UP TO 6 IN. W.G. 6 IN. W.G. CROSS-SECTION DIAMETER. MINUTE, OPEN POSITION AND MAX. PRESSURE OF 3 IN. W.G. CLOSE DOUBLE COATED WITH WEATHERPROOF, SYNTHETIC RUBBER RESISTANT OVER 6 IN. UP TO 10 IN. W.G. 10 IN. W.G. 6. JOINTS: POSITION. RUSKIN MD 35 OR EQUIVALENT. TO UV RAYS AND OZONE. 1.6 DUCTWORK SHOP DRAWINGS a. FOR DUCT CONSTRUCTION PRESSURE 3 IN. W.G. OR 2. FABRICATION: 1. MINIMUM WEIGHT: 24 OZ./SQ. YD. GREATER: a. FRAME: 5 IN. X MINIMUM 16 GAUGE ROLL FORMED, 2. TENSILE STRENGTH: 530 LBF/IN. IN THE WARP AND 440 LBF/IN. IN A. PREPARE MINIMUM 1/4 IN. SCALE DRAWINGS: 1) ROUND JOINTS: GALVANIZED STEEL HAT -SHAPED CHANNEL, REINFORCED AT THE FILLING. CORNERS. STRUCTURALLY EQUIVALENT TO 13 GAUGE U- 1. DETAILED DUCTWORK SHOP DRAWINGS SHALL INCLUDE SIZE, a) UNEXPOSED DUCT 3 IN. - 30 IN. DIAMETER: CHANNEL. 3. SERVICE TEMPERATURE: MINUS 50 TO PLUS 250°F. LAYOUTS AND PRESSURE CLASSIFICATIONS. ANY DUCTWORK CONNECT ROUND DUCT WITH A ONE PIECE 3. BLADES: H. HIGH -CORROSIVE -ENVIRONMENT SYSTEM, FLEXIBLE CONNECTORS: INSTALLED WITHOUT BENEFIT OF REVIEW BY THE ENGINEER OF INTERIOR SLIP COUPLING, AT LEAST TWO GLASS FABRIC WITH CHEMICAL -RESISTANT COATING. RECORD MAY BE SUBJECT TO REPLACEMENT AT THE EXPENSE OF GAUGES HEAVIER THAN DUCT WALL, BEADED a. STYLE: SINGLE SKIN WITH 3 LONGITUDINAL GROOVES. THE CONTRACTOR: AT CENTER AND FASTENER TO DUCT WITH 1. MINIMUM WEIGHT: 14 OZ./SQ, YD. SCREWS. SEAL JOINT WITH AN APPROVED b. ACTION: OPPOSED. 2. CONSTRUCTED FROM ACTUAL FIELD INSPECTIONS AND SEALANT APPLIED CONTINUOUSLY AROUND 2. TENSILE STRENGTH: 450 LBF/IN. IN THE WARP AND 340 LBF/IN. IN MEASUREMENTS SO AS TO ASSURE A COMPLETE JOB. BOTH END OF COUPLER PRIOR TO C. ORIENTATION: HORIZONTAL. THE FILLING. 3. INCORPORATE DIMENSIONS OF ACTUAL EQUIPMENT PROPOSED ASSEMBLING AND AFTER FASTENING. d. MATERIAL: MINIMUM 16 GAUGE EQUIVALENT THICKNESS, 3. SERVICE TEMPERATURE: MINUS 67 TO PLUS 500°F. FOR USE ON THE PROJECT. b) ALL EXPOSED DUCT AND UNEXPOSED DUCT 30 GALVANIZED STEEL. I. THRUST LIMITS: COMBINATION COIL SPRING AND ELASTOMERIC INSERT 4. SHOWING ADEQUATE SECTIONS, ELEVATIONS, AND PLAN VIEWS IN. - 72 IN. DIAMETER: INSTALL USING A THREE e. WIDTH: NOMINAL 6 IN. WITH SPRING AND INSERT IN COMPRESSION, AND WITH A LOAD STOP. AND INDICATING THE BOTTOM OF DUCTWORK ELEVATIONS FROM PIECE, GASKET FLANGED -JOINT CONSISTING OF TWO INTERNAL FLANGES, WITH INTEGRAL 4. BEARINGS: MOLDED SYNTHETIC SLEEVE, TURNING IN EXTRUDED INCLUDE ROD AND ANGLE -IRON BRACKETS FOR ATTACHING TO FAN THE FINISHED FLOOR. MASTIC SEALANT, AND ONE EXTERNAL HOLE IN FRAME. DISCHARGE AND DUCT. 5. INDICATING ALL VOLUME DAMPERS, FIRE DAMPERS, SMOKE CLOSURE BAND, WHICH COMPRESS THE 5. LINKAGE: CONCEALED IN FRAME. 1. FRAME: STEEL, FABRICATED FOR CONNECTION TO THREADED DAMPERS, DAMPER ACCESS DOORS AND OTHER ACCESSORIES GASKET BETWEEN THE INTERNAL FLANGES. RODS AND TO ALLOW FOR A MAXIMUM OF 30 DEGREES OF REQUIRED FOR A COMPLETED PROJECT. (1) ACCEPTABLE MANUFACTURER: 6. AXLES: MINIMUM 1/2 IN. DIAMETER, PLATED STEEL, HEX -SHAPED, ANGULAR ROD MISALIGNMENT WITHOUT BINDING OR REDUCING B. CALL TO THE ATTENTION OF THE ENGINEERS IMMEDIATELY, ANY MAJOR DUCTMATE INDUSTRIES "SPIRALMATE" MECHANICALLY ATTACHED TO BLADE. ISOLATION EFFICIENCY. DEVIATIONS FROM THE CONTRACT DRAWINGS, WHICH MUST BE MADE. SYSTEM OR APPROVED EQUAL. 7. CONTROL SHAFT: 3/8 IN. SQUARE STEEL. 2. OUTDOOR SPRING DIAMETER: NOT LESS THAN 80 PERCENT OF THE ALL DEVIATIONS SHALL BE DOCUMENTED IN WRITING. C) ABOVE 72 IN. DIAMETER: INSTALL USING COMPRESSED HEIGHT OF THE SPRING AT RATED LOAD. 8. FINISH: MILL GALVANIZED. C. INDICATE ROOF, WALL AND FLOOR OPENING DIMENSIONS AND LOCATIONS COMPANION ANGLE FLANGED JOINTS AS 3. MINIMUM ADDITIONAL TRAVEL: 50 PERCENT OF THE REQUIRED SHOWN ON SHOP DRAWINGS. DEFINED IN FIGURE 3-1 OF THE 2005 SMACNA a. ACTUATOR: NAND QUADRANT FOR 3/8 IN. SQUARE DEFLECTION AT RATED LOAD. MANUAL, "HVAC DUCT CONSTRUCTION EXTENDED SHAFT. 4. LATERAL STIFFNESS: MORE THAN 80 PERCENT OF RATED D. SUBMIT PRINTS TO EACH CONTRACTOR OF THE OTHER TRADES FOR STANDARDS, METAL AND FLEXIBLE" THIRD REVIEW FOR INTERFERENCE'S AND COORDINATION WITH THEIR WORK. EDITION. REFER TO MANUAL FOR PROPER b. HAND QUADRANT STANDOFF BRACKET: 2 IN. STANDOFF FOR VERTICAL STIFFNESS. SIZING AND CONSTRUCTION DETAILS. INSULATED DUCTWORK. 5. OVERLOAD CAPACITY: SUPPORT 200 PERCENT OF RATED LOAD, PART 2 - PRODUCTS d) DUST COLLECTION SYSTEMS AND EXPOSED C. OILLITE BEARINGS. FULLY COMPRESSED, WITHOUT DEFORMATION OR FAILURE. 1 DUCTWORK MATERIALS DUCT 3 IN. -14 IN. USE A ONE PIECE, d. FACTORY SLEEVE: MINIMUM 20 GAUGE THICKNESS, 6. ELASTOMERIC ELEMENT: MOLDED, OIL -RESISTANT RUBBER OR POLYETHYLENE LINED GASKET CONNECTOR NEOPRENE A. UNLESS OTHERWISE CALLED FOR, PROVIDE MATERIALS IN ACCORDANCE WITH EXHIBIT I AT THE END OF THIS SECTION. WITH INTEGRATED BOLT FOR THE CLOSURE MINIMUM 12 IN. LENGTH. SYSTEM. 2.7 FLEXIBLE AIR DUCTS AND CONNECTORS 7. COIL SPRING: FACTORY SET AND FIELD ADJUSTABLE FOR A '.2 SQUARE AND RECTANGULAR DUCTWORK (1) ACCEPTABLE MANUFACTURER: A. FLEXIBLE AIR DUCTS AND CONNECTORS SHALL BE CONSTRUCTED IN MAXIMUM OF 1/4-IN. MOVEMENT AT START AND STOP. A. MATERIALS: DUCTMATE INDUSTRIES "QUICKSLEEVE" COMPLIANCE WITH NFPA BULLETIN 90A, 90B AND UL STANDARD 181 AND 2.10 ACCESS DOORS 1. GALVANIZED SHEETMETAL: COMPLY WITH ASTM A653AND A924, OR APPROVED EQUAL. SHALL BE LISTED AND LABELED AS CLASS I AIR DUCT. A. GENERAL: WITH G90/Z275 COATING. b. PIPE -TO -PIPE JOINTS IN DIAMETERS UP TO 60 IN. SHALL BE B. FLEXIBLE AIR DUCTS AND CONNECTORS SHALL BE TRI-LAMINATE: 1. PROVIDE ACCESS DOORS OF ADEQUATE SIZE TO ALLOW EASY 2. STAINLESS -STEEL SHEETS: COMPLY WITH ASTM A 480/A 480M, TYPE BY THE USE OF SLEEVE COUPLINGS, REINFORCED BY ROLLED BEADS. 1. CONSISTING OF CORROSION RESISTANT GALVANIZED STEEL HELIX ACCESS TO THE EQUIPMENT THAT WILL REQUIRE MAINTENANCE. 304 OR 316, AS INDICATED IN EXHIBIT "I"; COLD ROLLED, ANNEALED, ENCAPSULATED BY A DOUBLE LAMINATION OF POLYETHYLENE OR PROVIDE INSULATED OR ACOUSTICALLY LINED DOORS TO PREVENT SHEET. EXPOSED SURFACE FINISH SHALL BE NO. 2B, NO. 2D OR NO. C. PIPE -TO -FITTING JOINTS IN DIAMETERS UP TO 60 IN. SHALL SPUN BOND NYLON. CONDENSATION WHERE APPLICABLE. 3 AS INDICATED IN EXHIBIT "I". BE BY SLIP -FIT OF PROJECTING COLLAR OF THE FITTING 2. FACTORY APPLIED (R 6.0) FIBERGLASS EXTERIOR INSULATION, 2. MANUFACTURER TO PROVIDE AN INSTALLED NEOPRENE GASKET 3. ALUMINUM SHEETS: COMPLY WITH ASTM B 209 (ASTM B 209M) INTO THE PIPE_ SHEATHED IN A SEAMLESS, TRI-DIRECTIONALLY REINFORCED, AROUND PERIMETER OF ACCESS DOOR FOR AIRTIGHT SEAL. ALLOY 3003, H14 TEMPER; WITH MILL FINISH FOR CONCEALED d. INSERTION LENGTH OF SLEEVE COUPLING AND FITTING METALIZED POLYESTER, EXTERIOR VAPOR BARRIER. 3. SYSTEMS 3 IN. W.G. OR LESS SHALL UTILIZE A HINGED, CAM, OR DUCTS, AND STANDARD, ONE -SIDE BRIGHT FINISH FOR DUCT D, COLLAR SHALL BE 2 IN. UP TO 36 IN. DIAMETER AND 4 IN. AN. 3. R-VALUE SHALL BE CLASSIFIED BY UNDERWRITERS LABORATORIES, HINGED AND CAM SQUARE FRAMED ACCESS DOOR. SURFACES EXPOSED VIEW. ABOVE 36 DIAMETER. AND CERTIFIED BY THE AIR DIFFUSION COUNCIL, IN ACCORDANCE 4. GAUGES PER SMACNA HVAC DUCT CONSTRUCTION STANDARDS, WITH ADC FLEXIBLE DUCT PERFORMANCE AND INSTALLATION 4. SYSTEMS 4 IN. W.G. AND ABOVE SHALL UTILIZE A SANDWICH TYPE METAL AND FLEXIBLE. STANDARD (1991), USING ASTM C-518, AT INSTALLED WALL ACCESS DOOR. CONSTRUCT DOORS IN ACCORDANCE WITH "HVAC THICKNESS, ON FLAT INSULATION ONLY. COMPLY WITH FIGURE 7-3 OF THE 2005 SMACNA MANUAL, DUCT B. TRANSVERSE AND LONGITUDINAL DUCT SEAMS REINFORCEMENT SHALL ASHRAE/IESNA 90.1. CONSTRUCTION STANDARDS, METAL &FLEXIBLE" THIRD EDITION. CONFORM TO APPROPRIATE TABLES AND FIGURES PER SMACNA 5. APPROVED MANUFACTURER: DUCTMATE INDUSTRIES "SANDWICH" VELOCITY -PRESSURE CLASSIFICATION FOR DUCT CONSTRUCTION. V STYLE DOOR OR APPROVED EQUAL. 6. ALL ACCESS DOORS SHALL BE CONTINUOUS PIANO HINGED TYPE, UNLESS NOTED OTHERWISE. 7. NON -HINGED ONLY ALLOWED WHERE CLEARANCE TO CEILING DOES NOT ALLOW A FULL 90 SWING. 8. DOUBLE PANEL INSULATED TYPE WHEN USED IN INSULATED DUCT. 9. SINGLE PANEL UNINSULATED TYPE ALLOWED IN UN -INSULATED DUCT. 10. PRESSURE RATED ACCORDING TO SYSTEM IN WHICH BEING INSTALLED. DOOR -TO -FRAME AND FRAME -TO -DUCT GASKETING. 11. PROVIDE SPECIFIED SEAL CLASS A OR B DUCTWORK SEALING AROUND FRAME, AND HAND ADJUST THE LATCH TENSION FOR PROPER SEAL, ON ALL ACCESS DOORS OTHER THAN SANDWICH PANEL (DUCTMATE) STYLE. 12. MINIMUM ACCESS DOOR SIZE FOR DUCTS 12 IN. OR LESS IN DEPTH IS 12 IN. X 8 IN. 13. MINIMUM ACCESS DOOR SIZE FOR DUCTS 12 IN. TO 18 IN. IN DEPTH IS 18 IN. X 14 IN. 14. MINIMUM ACCESS DOOR SIZE FOR DUCTS MORE THAN 18 IN. IN DEPTH IS 24 IN. X 18 IN. 15. IN DUCTS WHICH REQUIRE MULTIPLE SECTION FIRE DAMPERS DUE TO DUCT SIZE, PROVIDE ONE ACCESS DOOR FOR EACH FIRE DAMPER SECTION. 16. ACCESS DOORS FOR FIRE AND SMOKE DAMPERS SHALL BE PERMANENTLY LABELED WITH 1/2 IN. HIGH LETTERING READING "SMOKE DAMPER" OR "FIRE DAMPER". B. DOOR TYPES: 1. LOW PRESSURE SYSTEMS (2 IN. W.G. PRESSURE CLASS): NATIONAL CONTROLLED AIR ADH-1, RUSKIN ADH22, VENT PRODUCTS 9701, AIR BALANCE FSA-100, SAFE AIR SAH, NAILOR. 2. MEDIUM AND HIGH PRESSURE SYSTEMS (3 IN. W.G. PRESSURE CLASS AND HIGHER): a. RECTANGULAR DUCT: DUCTMATE INDUSTRIES "ULTIMATE" STYLE DOOR, OR EQUAL. b. ROUND DUCT: DUCTMATE INDUSTRIES ROUND SANDWICH TYPE, OR EQUAL. 8 IN. X 4 IN. FOR DUCTS 14 IN. AND LESS IN DIAMETER. DUCTMATE INDUSTRIES ROUND SANDWICH TYPE 16 IN. X 12 IN. FOR DUCTS MORE THAN 14 IN. IN DIAMETER. C. FURNISH AND INSTALL FACTORY SUPPLIED PROTECTOR MOLDING ON CUT MEDAL EDGE FOR ALL DUCTMATE ACCESS DOORS. 2.11 CABLE SUSPENSION SYSTEM A. DUCTWORK NOT REQUIRED TO BE EXTERIOR INSULATED IN EXPOSED INSTALLATIONS MAY BE INSTALLED USING A CABLE SUSPENSION SYSTEM. B. DUCTWORK SHALL BE INSTALLED USING LOAD RATED, STAINLESS STEEL CABLE SUSPENSION SYSTEMS. CABLES SHALL BE PRE-CUT LENGTHS, TYPE 316 STAINLESS STEEL WITH FUSED ENDS, AND PRE -MADE END ATTACHMENTS. C. CABLE GRIPS SHALL BE OF 316 STAINLESS STEEL AND HAVE AN INTERNAL TAMPERPROOF CABLE RELEASE MECHANISM. D. STRESS DISTRIBUTION SADDLES SHALL BE PRESCRIBED IN ADDITION FOR THE SUPPORT OF RECTANGULAR DUCT ON CORNERS AS NECESSARY. E. HANGERS SHALL HAVE A MANUFACTURER'S PUBLISHED SAFE WORKING LOAD AND HAVE A 5 TO 1 SAFETY FACTOR. F. HANG AND SUPPORT DUCTWORK AS DEFINED IN THE LATEST EDITION OF SMACNA MANUAL, "HVAC DUCT CONSTRUCTION STANDARDS, METAL & FLEXIBLE". G. ADJUSTABLE STEEL CABLE HANGING SYSTEM CONSISTING OF SPRING LOADED, SERRATED CLAMPING MECHANISM SHALL BE TESTED AND CERTIFIED IN COMPLIANCE WITH ALL APPLICABLE SMACNA STANDARDS FOR UPPER AND LOWER ATTACHMENT METHODS. 1. ALL APPROVED SYSTEMS MUST BE INSTALLED USING MATCHING COMPONENTS INCLUDING STEEL CABLE, CLAMPING MECHANISM AND HARDWARE APPROVED BY THE MANUFACTURER FOR ITS CORRESPONDING LOAD RATING. NO SUBSTITUTION OF MANUFACTURER'S COMPONENTS IS PERMITTED. 2. APPROVED SYSTEMS MUST BE INSTALLED PER THE MANUFACTURER'S SPECIFIC INSTRUCTIONS AND MUST NOT EXCEED THE STATED WORKING LOAD RATING AT ANY POINT THROUGHOUT THE SYSTEM. H. SUPPORTS, BAR/ANGLE REINFORCEMENTS, AND OTHER PRODUCTS THAT ARE NOT PART OF THE DUCT THAT ARE MANUFACTURED OF UNCOATED MILD STEEL SHALL EITHER BE PAINTED WITH TWO (2) COATS OF PRIMER OR SHALL BE MANUFACTURED OF A GALVANIZED EQUIVALENT MATERIAL. 1. APPROVED MANUFACTURER: DUCTMATE INDUSTRIES "CLUTCHER" CABLE HANGING SYSTEM OR GRIPPLE INC. 2.12 DUCT ACCESSORY HARDWARE A. INSTRUMENT TEST HOLES: CAST IRON OR CAST ALUMINUM TO SUIT DUCT MATERIAL, INCLUDING SCREW CAP AND GASKET. SIZE TO ALLOW INSERTION OF PITOT TUBE AND OTHER TESTING INSTRUMENTS AND OF LENGTH TO SUIT DUCT -INSULATION THICKNESS. B. VENTLOCK 699 OR 699-2 BASED UPON INSULATION THICKNESS. C. INSTALL DUCT TEST HOLES WHERE REQUIRED FOR DUCT TRAVERSE TESTING AND BALANCING PURPOSES. PART 3 - EXECUTION 3.1 REQUIREMENTS A. EQUIPMENT AND SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL AND STATE CODES AND REGULATIONS HAVING JURISDICTION. BRACING AND HANGING OF DUCTWORK SHALL BE PER SMACNA - HVAC DUCT CONSTRUCTION STANDARD. B. INSTALL ALL DUCTWORK CONCEALED AND TIGHT TO THE STRUCTURE ABOVE UNLESS NOTED OTHERWISE ON SHOP DRAWINGS. FABRICATE ONLY AFTER THE APPROVAL OF SHOP DRAWINGS, AND IN LOCATIONS TO AVOID INTERFERENCES. DUCTWORK INSTALLED WITHOUT APPROVED SHOP DRAWINGS, WHICH REQUIRES REMOVAUMODIFICATION AND/OR REINSTALLATION DUE TO CONFLICTS OR IMPROPER INSTALLATION SHALL BE REPAIRED AT NO COST TO THE OWNER. C. SIZES GIVEN ON CONTRACT DRAWINGS ARE INSIDE DIMENSIONS. D. KEEP OPENINGS CONTINUOUSLY CLOSED AND SEALED WITH PROTECTIVE PLASTIC WRAPPING DURING CONSTRUCTION TO PREVENT ENTRANCE OF DIRT AND DEBRIS. E. EXTEND ACCESS OPENINGS, DAMPER RODS AND LEVERS, TO OUTSIDE OF EXTERNAL INSULATION MAKE SYSTEMS AIRTIGHT. F. NO PIPING, CONDUIT OR OTHER OBSTRUCTION TO AIRFLOW IS PERMITTED IN DUCTWORK. G. PROVIDE NECESSARY OPENINGS, HANGER INSERTS, FRAMING, CHASES, AND RECESSES, NOT PROVIDED BY OTHER TRADES. H. EXPOSED EXHAUST OR RETURN REGISTERS AND GRILLES SHALL BE FLUSH WITH FACE OF DUCT; EXPOSED SUPPLY REGISTERS AND GRILLES SHALL BE MOUNTED OUTSIDE AIRSTREAM WITH 45 SHOE -TAP EXTENSION COLLARS. I. PROVIDE 14 GAUGE SLEEVES FOR DUCTS PASSING THROUGH MECHANICAL ROOM FLOORS. SET SLEEVES 4 IN. ABOVE FINISHED FLOOR IN MECHANICAL ROOMS, SEAL WATERTIGHT TO FLOOR. J. WHERE A RETURN OR EXHAUST DUCT IS SHOWN TO BE LEFT OPEN ENDED, PROVIDE HARDWARE MESH SCREEN AT OPENING. K. DO NOT UTILIZE FLEXIBLE DUCTWORK OR CONNECTION IN ANY WAY TO CONNECT VARIABLE OR CONSTANT VOLUME BOXES TO DUCTWORK. 31L i N M L ARCHITECTS,P.C. a5C� FITHrEb"Tu RE N I-D-1 0 FD_1 S pla H H H .8" 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK PUMP HOUSE 512 MAIN STREET WEST YARMOUTH, MA 02673 K J EGfNEEING Mectam;cat%Electr col Engineering Consultants, ^aF A0'.tm'1 . R.ah<,W I EScf !c rac S3i".-ATE ,'RECT SUITE 'M wv�rz�azro S 2. - 4 NO. §42N H DDA PROJECT #21-008 G Stamp E SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 E D G Drawn C DM Project Manager DAB P.I.C. MEK SHEET TITLE SPECIFICATIONS B SHEET NUMBER Moot A 14 1 15 i (D2021 DEMBLING + DEMBLING ARCHITECTS, P.C. 1 2 3 4 1 5 6 7 8 1 9 10 11 12 13 1 2 3 4 5 6 78 9 10 11 12 SECTION 233400 - FANS L. FOR DUCT PENETRATIONS OF NON -RATED WALLS, PROVIDE SHEET METAL B. CLEANING AFTER INSTALLATION: 2. DO NOT APPLY EXTERNAL DUCT INSULATION OR COATINGS UNTIL ANGLE FRAMING OR SHEET METAL CLOSURE PANELS AROUND THE THE JOINTS HAVE BEEN INSPECTED BY THE OWNER'S PART 1 - GENERAL ENTIRE PERIMETER OF EACH DUCT WALL PENETRATION ON BOTH SIDES 1INTERIOR SURFACES SHALL BE FREE OF DUST AND DEBRIS PRIOR . REPRESENTATIVE. OF THE WALL, WHERE THE GAP EXCEEDS 1/4 INCH. WHERE THE GAP IS TO INITIAL STARTUP. PROTECT EQUIPMENT WHICH MAY BE 1.1 DESCRIPTION N LESS THAN 1/4 INCH, THE GAP MAY BE CAULKED ON BOTH SIDES OF THE HARMED BY EXCESSIVE DIRT WITH FILTERS, OR BYPASS DURING CLEANING. PROVIDE ADEQUATE ACCESS INTO DUCTWORK FOR EXHIBIT I -DUCTWORK MATERIALS A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES AS REQUIRED WALL. NON -RATED WALL PENETRATIONS SHALL NOT BE FIRE CAULKED CLEANING PURPOSES. ANY CLEANING OF DUCT SYSTEMS SHALL FOR THE COMPLETE INSTALLATION DESIGNED IN CONTRACT DRAWINGS. UNDER ANY CIRCUMSTANCES. COMPLY WITH RECOMMENDATIONS OF NAIMA AND NADCA. SERVICE MATERIAL SPECIAL REQUIREMENTS 1.2 SUBMITTALS M. FOR DUCT PENETRATIONS OF RATED WALLS, SEE SPECIFICATION .SECTION 230500 -BASIC MECHANICAL AND ELECTRICAL REQUIREMENTS 2. CLEAN EXTERNAL SURFACES OF FOREIGN SUBSTANCES THAT RESTROOM AND LOCK FORMING QUALITY, JOINTS AND FEATURES AS GENERAL SUPPLY, GALVANIZED STEEL ASTM A653 CALLED FOR A. SUBMIT PRODUCT DATA FOR ALL FANS, MOTORS, DRIVES, AND MIGHT CAUSE CORROSION, DETERIORATION OF THE METAL, OR RETURN, VENT, RELIEF, AND A924, GALVANEAUPAINT ACCESSORIES. INCLUDE ALL FAN CURVES FAN OPERATING POINT, AND N. DUCTWORK THAT IS CALLED FOR TO BE WELDED SHALL BE FULLY WHERE DUCTWORK IS TO BE PAINTED. OUTSIDE AND EXHAUST GRIP IF NOT INSULATED AND SOUND DATA. WELDED, CONTINUOUS AROUND THE ENTIRE PERIMETER AT ALL JOINTS/SEAMS, AND SHALL BE FULLY AIRTIGHT AND WATERTIGHT. 3. CLEAN DEBRIS FROM SYSTEM BEFORE FANS ARE TURNED ON. EXPOSED 1.3 QUALITY ASSURANCE FLEXIBLE CONNECTIONS 4. KEEP OPENINGS CONTINUOUSLY CLOSED DURING THE LEAVE ROOM AND PUMP ALUMINUM ALUMINUM FASTENERS A. CAPACITY, SIZE AND ARRANGEMENT, STATIC PRESSURE, BRAKE .2 CONSTRUCTION PERIOD. ROOM SUPPLY, HORSEPOWER, COMPONENT PARTS AND ACCESSORIES SHALL BE M A. PROVIDE FLEXIBLE CONNECTIONS FOR THE INTAKE AND DISCHARGE 5. PAY DAMAGES RESULTING FROM DIRT BLOWN ON PAINTED OR RETURN, RELIEF AND EXHAUST DUCT PROVIDED AS CALLED FOR OR SCHEDULED. GUARANTEED FULL CONNECTIONS OF DUCT CONNECTED TO FANS AND AIR HANDLING OTHER FINISHED SURFACES. CAPACITY DELIVERY THROUGH DUCT SYSTEMS FINALLY INSTALLED AND SYSTEMS IN THEIR EQUIPMENT. UNDER CONDITIONS LISTED. THE MANUFACTURER SHALL GUARANTEE B. ROUND CONNECTIONS ARE TO BE MADE WITH ADHESIVE AND METAL 6. REPAIR OR REPLACE DAMAGED FAN WHEELS, DAMPERS, OR ENTIRETY. SOUND -POWER LEVEL RATINGS NOT EXCEEDING THOSE OF THE DESIGN DRAWBANDS WITH ENDS TIGHTLY BOLTED. OTHER SYSTEM PARTS DAMAGED AS A RESULT OF DEBRIS. ACCESSORIES, SAME MATERIAL AND GAUGE --------------- EQUIPMENT. ALL EQUIPMENT SHALL BE STATICALLY AND DYNAMICALLY C. RECTANGULAR CONNECTIONS SHALL BE MADE WITH MATERIAL SECURELY CLEAN SYSTEM AS MANY TIMES AS REQUIRED UNTIL THE ENTIRE 7. DAMPERS AND AIR AS PARENT DUCT BALANCED TO ACCEPTABLE TOLERANCES WITH WEIGHTS PERMANENTLY TURNS FASTENED.. FAN WHEELS SHALL BE REBALANCED IN THE FIELD, IF HELD IN GROOVED SEAM BETWEEN FLANGES. ATTACH WITH ADHESIVE SYSTEM IS DIRT FREE. NECESSARY. AND MECHANICAL FASTENERS ON 6 IN. CENTERS. 3.6 INSTALLATION OF ROUND DUCTWORK END OF SECTION B. PRESSURE CLASSIFICATION: D. CONNECTIONS SHALL BE MADE WITH A MINIMUM OF 2 IN. SPACE BETWEEN A. USE FACTORY -FABRICATED COUPLINGS FOR JOINTS. MAXIMUM TOTAL SP CLASS DUCT AND EQUIPMENT COLLARS, INSTALLED IN LINE, AND WITH 1 IN. L EXCESS MATERIAL FOLDED SO AS NOT TO INTERFERE WITH AIRFLOW B. AFTER THE JOINT IS SLIPPED TOGETHER, SHEET METAL SCREWS ARE UP TO 3-3/4 IN, WG-STD THROUGH CONNECTION. PLACED 1/2 IN. FROM THE JOINT BEAD FOR MECHANICAL STRENGTH. UP TO 6-3/4 IN. WG-STD II E. MECHANICALLY FASTENED AND SEALED, WITH SPECIFIED DUCT SEALANT, C. SEALER IS APPLIED TO THE OUTSIDE OF THE JOINT AND COVERING THE UP TO 12-3/4 IN. WG-STD III AT DUCT AND EQUIPMENT CONNECTIONS. SCREW HEADS. C. CONVENTIONAL MOTORS: .3 FLEXIBLE AIR DUCTS AND CONNECTORS D. FLANGED JOINTS SHALL BE MADE WITH NEOPRENE RUBBER GASKETS. 1. MOTOR SIZES SHALL BE AS SCHEDULED. REFER TO SPECIFICATION A. "AIR DUCT" APPLIES TO CONDUIT OR PASSAGEWAY FOR CONVEYING AIR 3.7 TEST OF DUCTWORK SECTION 230513 FOR MOTOR TYPES, EFFICIENCY REQUIREMENTS, TO OR FROM HEATING, COOLING, AIR CONDITIONING OR VENTILATING AND ACCEPTABLE MOTOR MANUFACTURERS. ALL BELT -DRIVEN EQUIPMENT BUT NOT INCLUDING THE PLENUM AS DEFINED IN NFPA 90A. A. CONDUCT DUCT LEAKAGE TESTS PER SMACNA "HVAC AIR DUCT LEAKAGE FAN MOTORS SHALL BE MOUNTED ON EITHER AN ADJUSTABLE "AIR CONNECTOR" APPLIES TO CONDUIT FOR TRANSFERRING AIR TEST MANUAL" AND PER THE REQUIREMENTS OF THE 2015 SLIDE BASE OR A PIVOTING BASE. BETWEEN AN AIR DUCT OR PLENUM AND AN AIR TERMINAL DEVICE OR AN INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION CODE, FOR ALL D. EC MOTORS: AIR INLET OR AN AIR OUTLET AS DEFINED BY THE NFPA 90A. DUCTWORK SYSTEMS DESIGNED TO OPERATE AT STATIC PRESSURES OF 3.0 IN. W.G. OR GREATER. REPRESENTATIVE SECTIONS TOTALING NO 1. MOTORS SHALL ELECTRONICALLY COMMUTATED TYPE (EC), B. FOR ROUND TO OVAL CONNECTIONS, PROVIDE ROUND -OVAL FLEXIBLE LESS THAN 25% OF THE TOTAL DUCT AREA, PER SYSTEM, FOR THE VARIABLE SPEED,, DC, MOTORS SPECIFICALLY ADAPTER. DESIGNATED PRESSURE CLASS SHALL BE TESTED AS WELL AS ALL DESIGNED FOR USE WITTHH SINGLE PHASE, 277 VOLT (OR 120 VOLT), ASSOCIATED DUCTWORK LOCATED OUT-OF-DOORS. ALL AREAS SHALL BE 60 HERTZ ELECTRICAL INPUT. C. FLEXIBLE AIR DUCTS AND CONNECTORS SHALL BE PROVIDED IN FULLY AS SELECTED BY THE ENGINEER. POSITIVE PRESSURE LEAKAGE TESTING EXTENDED CONDITION, FREE FROM KINKS. IS ACCEPTABLE FOR NEGATIVE PRESSURE DUCTWORK. THE RATE OF AIR 2. MOTOR SHALL BE COMPLETE WITH AND OPERATED BY A SINGLE- D. FLEXIBLE AIR DUCTS AND CONNECTORS SHALL NOT BE USED IN SYSTEMS LEAKAGE (CL) MUST BE LESS THAN OR EQUAL TO 4.0, AS DETERMINED BY PHASE INTEGRATED CONTROLLER/INVERTER THAT OPERATES THE WITH ENTERING AIR TEMPERATURES IN EXCESS OF 250'F. EQUATION 4 - 8 IN 2015 IECCC, WHICH READS: CL=F/P0.6e WHERE F = WOUND STATOR AND SENSES ROTOR POSITION TO MEASURED LEAKAGE RATE IN CFM PER 100 SQ. FT. OF DUCT SURFACE, ELECTRONICALLY COMMUTATE THE STATOR. E. FLEXIBLE AIR DUCTS AND CONNECTORS SHALL USE ONLY THE MINIMUM AND P = STATIC PRESSURE OF THE TEST. WHEN LEAKAGE ABOVE STATED 3. MOTORS SHALL DESIGNED FOR SYNCHRONOUS ROTATION. J LENGTH REQUIRED TO MAKE THE CONNECTION AND SHALL BE INSTALLED LIMITS OCCURS, ASCERTAIN LOCATION OF LEAKS AND REPAIR AS MOTOR ROTOR SHALL BE PERMANENT MAGNET TYPE WITH NEAR IN THE HORIZONTAL OR VERTICAL POSITION. FLEXIBLE ELBOWS ARE NOT REQUIRED. REPEAT TESTS AS REQUIRED TO OBTAIN ALLOWABLE ZERO ROTOR LOSSES. MOTOR SHALL HAVE BUILT -IN -SOFT START ACCEPTABLE. DO NOT EXCEED A MAXIMUM LENGTH OF 48 IN., FULLY LEAKAGE RATES. PREPARE A REPORT SIMILAR TO THAT SUGGESTED BY EXTENDED. SMACNA AND SUBMIT FOR REVIEW. DUCT TESTING SHALL BE CONDUCTED AND SOFT SPEED CHANGE RAMPS. F. FLEXIBLE AIR DUCTS AND CONNECTORS SHALL USE MINIMUM 1/2 IN. WIDE IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE. 4. MOTOR SHALL BE ABLE TO BE MOUNTED WITH SHAFT IN POSITIVE LOCKING, STEEL WORM DRIVE CLAMP, OR NYLON PLENUM B. PROVIDE TEST REPORTS INDICATING PRESSURE TESTS PERFORMED. HORIZONTAL OR VERTICAL ORIENTATION. MOTOR SHALL BE RATED STRAPS FOR JOINTS AND CONNECTIONS. ONE CLAMP OR STRAP INCLUDE DATE, SECTION TESTED, TEST PRESSURE AND LEAKAGE RATE. PERMANENTLY LUBRICATED WITH BALL BEARINGS. MOTORS SHALL FOR THE INSIDE CORE LINER AND ONE CLAMP OR STRAP FOR THE OUTER BE DIRECT COUPLED TO THE BLOWER. JACKETING. WHEN NON-METALLIC (NYLON) STRAPS ARE USED, THEY C. DUCTWORK NOT REQUIRED TO BE TESTED FOR LEAKAGE, SHALL BE 5. MOTOR SHALL MAINTAIN A MINIMUM OF 85% EFFICIENCY OVER ITS SHOULD BE LISTED AND LABELED TO STANDARD UL 181B. FASTENER CHECKED AND GUARANTEED L MEET THE STANDARDS OF THE SPECIFIED SMACNA DUCT SEAL CLASS A. AIR BALANCING AND TESTING ° ENTIRE OPERATING RANGE AND HAVE A TURNDOWN TO 20 OF /o PACKAGE SHOULD BE MARKED UL 181 B-C. SHALL BE USED TO DETERMINE SATISFACTORY OPERATION OF DUCT FULL SPEED, (80% TURNDOWN). H G. COLLARS TO WHICH FLEXIBLE DUCT IS ATTACHED SHALL BE BEADED AND SYSTEMS. BALANCING REPORTS INDICATING EXCESSIVE LEAKAGE 6. PROVIDE MANUAL [REMOTE] FAN SPEED OUTPUT CONTROL FOR A MINIMUM OF 2 IN. IN LENGTH. WRAP TWICE WITH UL 181 TAPE AND AMOUNTS SHALL BE REQUIRED TO REBUILD, REPAIR OR SEAL DUCTWORK FIELD ADJUSTMENT OF THE FAN AIRFLOW SETPOINT. SECURE WITH CLAMP OR STRAP. SLEEVES USED FOR JOINING TWO HAVING EXCESSIVE LEAKAGE. SECTIONS OF FLEXIBLE DUCT SHALL BE BEADED AND A MINIMUM OF 4 IN. 7. INDUCTORS SHALL BE PROVIDED TO MINIMIZE HARMONIC IN LENGTH. THE DRAW BAND SHALL BE POSITIONED BEHIND THE BEAD ON 3.8 DAMPERS AND AIR CONTROL DEVICES DISTORTION AND LINE NOISE. THE METAL COLLAR. A. PROVIDE VOLUME DAMPERS AT ALL AIR OUTLETS, DIFFUSERS, GRILLES 8. PROVIDE ISOLATION BETWEEN FAN MOTOR ASSEMBLY AND UNIT H. OUTER VAPOR BARRIER AND INSULATION SHALL BE SLID OVER INNER AND AS NOTED ON PLANS. PROVIDE VOLUME DAMPERS AT ALL LOW CASING TO ELIMINATE ANY VIBRATION FROM THE FAN TO THE CORE AND COLLAR, WRAPPED TWICE WITH UL 151 TAPE AND SECURED PRESSURE SUPPLY, RETURN AND EXHAUST, BRANCH DUCTS AND ASNOTED TERMINAL UNIT CASING. WITH A CLAMP OR STRAP. ON THE PLANS. 9. PROVIDE A MOTOR THAT IS DESIGNED TO OVERCOME REVERSE I. CONNECTIONS SHALL BE PER SMACNA "HVAC DUCT CONSTRUCTION B. PROVIDE DAMPERS NECESSARY TO PERMIT PROPER BALANCING OF AIR ROTATION AND NOT AFFECT LIFE EXPECTANCY. G STANDARDS - METAL AND FLEXIBLE", AIR DIFFUSION COUNCIL "FLEXIBLE QUANTITIES. COMPLY WITH CODE REQUIREMENTS FOR SMOKE AND FIRE DUCT PERFORMANCE AND INSTALLATION STANDARDS" AND NAIMA CONTROL. PREVENT INTRODUCTION OF UNCONTROLLED OUTSIDE AIR 10. THE FAN MANUFACTURER SHALL PROVIDE A FACTORY INSTALLED INSTALLATION STANDARDS. INTO BUILDING THROUGH ROOF AND WALL OPENINGS. PWM CONTROLLER FOR EITHER MANUAL OR DDC CONTROLLED FAN CFM ADJUSTMENT. THE MANUAL PWM CONTROLLER SHALL BE J. FLEXIBLE DUCT SHALL BE SUPPORTED AT MANUFACTURER'S C. WHEN DAMPERS ARE INSTALLED IN ACOUSTICALLY LINED DUCTWORK, FIELD ADJUSTABLE WITH A STANDARD SCREWDRIVER. THE RECOMMENDED INTERVALS, BUT NO GREATER DISTANCE THAN 2'-6" ON INSTALL WITH INSULATED "BUILD -OUTS" PER SMACNA. REMOTE PWM CONTROLLER SHALL BE CAPABLE OF RECEIVING A CENTER AND PRIOR TO ALL 90 DEGREE BENDS. MAXIMUM PERMISSIBLE 3.9 ACCESS DOORS 0-10 VDC SIGNAL FROM THE DDC CONTROLLER (PROVIDED BY THE SAG SHALL BE 1/2 IN. PER FOOT OF SUPPORT SPACING. PROVIDE A CONTROLS CONTRACTOR) TO CONTROL THE FAN CFM. WHEN THE MINIMUM OF ONE HANGER ON EACH RUN OF FLEXIBLE DUCT. A. PROVIDE FOR ACCESS TO UPSTREAM SIDE OF DUCT MOUNTED REHEAT MANUAL PWM CONTROLLER IS USED, THE FACTORY SHALL COILS, DAMPERS, DAMPER MOTORS, FIRE DAMPERS, SMOKE DAMPERS, PRESENT THE FAN CFMS AS SHOWN ON THE SCHEDULE. K. A CONNECTION TO RIGID DUCT OR EQUIPMENT SHALL BE CONSIDERED A SMOKE DETECTORS, CONTROL DEVICES, FAN BEARINGS, AND EQUIPMENT SUPPORT JOINT. LONG HORIZONTAL DUCT RUNS WITH SHARP BENDS REQUIRING PERIODIC INSPECTION OR SERVICE. PROVIDE LABELS FOR 11. ACCEPTABLE MANUFACTURERS: ULALENT. H, U.S. F SHALL HAVE ADDITIONAL SUPPORTS BEFORE AND AFTER THE BEND FIRE AND SMOKE DAMPERS AS CALLED FOR IN PART 2 - PRODUCTS. OR EN MOTORS-NIDEC, GE -ECM, A.O. SMITH OR EQUIVALENT. SMITH APPROXIMATELY ONE DUCT DIAMETER FROM THE CENTERLINE OF THE E. DRIVE SYSTEMS: BEND. B. FOR DUCTS THAT ARE TOO SMALL TO INSTALL AN ACCESS DOOR OF THE MINIMUM SPECIFIED SIZE, PROVIDE A 12 IN. LONG SECTION OF 1. PROVIDE FANS WITH BELT OR DIRECT DRIVE SYSTEMS AS L. DUCT HANGER OR SADDLE MATERIAL IN CONTACT WITH THE FLEXIBLE D REMOVABLE DUCTWORK FOR MAINTENANCE AND INSPECTION ACCESS. SCHEDULED. V-BELT DRIVES AS RECOMMENDED BY DRIVE SHALL BE OF SUFFICIENT WIDTH TO PREVENT ANY RESTRICTION THE REMOVABLE DUCTWORK SHALL BE FASTENED BETWEEN DEVICE MANUFACTURER, UNLESS OTHERWISE SPECIFIED OR SCHEDULED. INTERNAL DIAMETER OF THE DUCT WHEN THE WEIGHT OF THE REQUIRING ACCESS AND NEXT DUCT SECTION WITH DUCT FLANGES OR SUPPORTED SECTION RESTS ON THE HANGER OR SADDLE MATERIAL. IN DONALDSON TORIT CLAMP WITH PVC FOAM SEAL. FOR DUCTS THAT ARE a. SIZE DRIVE FOR 200% OF MOTOR RATING WHEN MOTOR IS 10 NO CASE SHALL THE MATERIAL CONTACTING THE FLEXIBLE DUCT BE LESS REQUIRED TO BE INSULATED, PROVISIONS SHALL BE MADE TO ALLOW HP AND LARGER. SIZE FOR 150% OF MOTOR RATING WHEN THAN 1-1/2 IN. WIDE. FACTORY INSTALLED SUSPENSION SYSTEMS INSULATION TO BE EASILY REMOVED AND RE -INSTALLED. MOTOR IS LESS THAN 10 HP. INTEGRAL TO THE FLEXIBLE DUCT ARE AN ACCEPTABLE ALTERNATIVE HANGING METHOD WHEN THE MANUFACTURER'S RECOMMENDED 3.10 DUCT SUPPORTS b. MOTORS 5 HP AND LARGER SHALL BE PROVIDED WITH A E PROCEDURES ARE FOLLOWED. MINIMUM OF TWO (2) BELTS. ALL BELT SETS SHALL BE A. PROVIDE PER SMACNA, SAME MATERIAL AS DUCT. HANGER BANDS TO MATCHED. M. THE HANGER SHALL BE STRAPPED AROUND THE FLEXIBLE DUCT AND EXTEND DOWN SIDES AND TURN UNDER BOTTOM 2 IN. MINIMUM TWO SECURED TO THE STRUCTURE ABOVE. HANGERS SHALL NOT BE METAL SCREWS PER HANGER. ANGLE IRON ON LARGER DUCT SPACED C. CAST IRON OR CAST STEEL PULLEYS. ATTACHED TO OTHER MECHANICAL OR ELECTRICAL OBJECTS. HANGERS PER BUILDING STRUCTURAL SYSTEM BUT NOT GREATER THAN 8 FT. d. PROVIDE BELT AND SHAFT GUARDS FOR EACH DRIVEN MAY BE ATTACHED TO AN APPROVED TRAPEZE. CEILING GRID SHALL NOT PROVIDE EXTRA SUPPORT ANGLES AS REQUIRED. DEVICE. PROVIDE OPENINGS IN BOTH THE MOTOR AND FAN _ BE USED TO FABRICATE A TRAPEZE. SUPPORT HANGERS SHALL BE B. PROVIDE ADDITIONAL SUPPORTS AS REQUIRED TO SUPPORT REHEAT SECTIONS OF THE GUARD SO THAT THE MOTOR AND FAN INSTALLED HORIZONTAL. SCREWS SHALL NOT BE USED TO PENETRATE COILS, AIR TERMINAL UNITS, FILTER ENCLOSURES, AND ANY OTHER DUCT SPEEDS CAN BE CHECKED WITHOUT REMOVING THE BELT THE FLEXIBLE DUCT TO ATTACH TO THE HANGER. MOUNTED EQUIPMENT INDEPENDENT FROM THE ASSOCIATED DUCTWORK GUARD. N. PROVIDE FLEXIBLE DUCT CONNECTIONS AND SPLICES IN ACCORDANCE SYSTEM. e. BELTS SHALL BE OIL AND HEAT RESISTANT, NON -STATIC WITH MANUFACTURER'S RECOMMENDED INSTALLATION INSTRUCTIONS. 3.11 AIR AND WATERTIGHT DUCTWORK TYPE. D O. SEAL FLEXIBLE DUCT CONNECTIONS WITH SEALING MATERIALS LISTED A. WHERE WATER AND SNOW MAY ACCUMULATE ON DUCTWORK OR WHERE f. DRIVES SHALL BE PRECISION MACHINED CAST IRON TYPE, AND LABELED IN ACCORDANCE WITH UL 181 B. MECHANICALLY SECURE ODORS OR CORROSIVE GASSES MAY COLLECT, DUCTWORK AND KEYED AND SECURELY ATTACHED TO THE WHEEL AND CONNECTIONS WITH APPROVED CLAMPING MATERIALS. PLENUMS SHALL BE MADE WATERTIGHT BY SOLDERING, BRAZING OR MOTOR SHAFTS. .4 TURNING VANES WELDING OF JOINTS. GRADE DUCTS DOWN TOWARD WASTE POINTS g. ALL BELT DRIVE FAN MOTOR SELECTIONS MUST INCLUDE AN A. INSTALL ONLY IN SQUARE ELBOWS OF EQUAL DIMENSIONS. AND/OR TOWARD LOUVERS. PROVIDE VALVE AND DRAIN PIPING FROM LOW POINT TO WASTE POINT. ALLOWANCE FOR MEDIUM DRIVE LOSSES AS ESTABLISHED BY AMCA PUBLICATION 203. B. INSTALL AS PER LATEST SMACNA STANDARDS. 1. INTAKE AND EXHAUST PLENUMS. F. MOTOR PULLEYS: C. SECURE VANE RUNNERS TO DUCT WITH SPOT WELDING, RIVETING OR 2. SWIMMING POOL EXHAUSTS AND RETURN AIR SYSTEMS. SHEET METAL SCREWS. 1. 5 HP AND SMALLER: ADJUSTABLE TYPE TO PRODUCE 15% SPEED 3. CHEMISTRY ROOM EXHAUST SYSTEM. CHANGE ABOVE AND BELOW SCHEDULED FAN SPEED. 7-1/2 HP AND G D. WHEN INSTALLING IN DUCTWORK WITH INTERNAL INSULATION. LARGER: FIXED TYPE. B. TEST FOR WATERTIGHTNESS: BEFORE CONCEALMENT, APPLY WATER BY 1. INSTALL RUNNERS IN DUCTWORK INSIDE INSULATION AND BOLT HOSE TO CHECK FOR LEAKS, WITNESSED BY OWNER'S REPRESENTATIVE. 2. 5 HP AND SMALLER: "A" SECTION, 2.6 IN. MINIMUM PITCH DIAMETER. THROUGH INSULATION AND DUCT SIDES, WELDING BOLTS TO INSURE RIGID INSTALLATION. PROVIDE BUILD -OUTS FOR DUCT 3.12 DUCT SEALING 3. 7-1/2 HP TO 20 HP: "B" SECTION, 4.6 IN. MINIMUM PITCH DIAMETER. VELOCITY -PRESSURE CLASSES ABOVE 2 IN. W.G. A. PREPARATION: 4. 25 HP AND LARGER: "C" SECTION 7.0 IN. MINIMUM PITCH DIAMETER. 1.5 DUCT CLEANLINESS AND CLEANING AFTER INSTALLATION 1. CLEAN SURFACES OF DIRT, OIL, GREASE AND LOOSE OF FOREIGN 5. DRIVE RATIO NOT OVER 4:1. A. DUCT CLEANLINESS: MATTER THAT COULD IMPAIR ADHESION, USING SOAP AND WATER G. BEARINGS: OR SOLVENT. 1. ALL DUCTWORK ON THE PROJECT SHALL MEET THE SMACNA DUCT 1. BEARINGS SHALL BE DESIGNED AND INDIVIDUALLY TESTED ' CLEANLINESS FOR NEW CONSTRUCTION GUIDELINES, ADVANCED 2. ALLOW SURFACES TO DRY COMPLETELY BEFORE PROCEEDING. SPECIFICALLY FOR USE IN AIR HANDLING APPLICATIONS. B LEVEL CCLEANLINESS FOR PRODUCTIONDELIVERY OF .DUT LA, , B. INSTALLATION OF SEALANT SYSTEM: CONSTRUCTION SHALL BE HEAVY-DUTY REGREASABLE BALL TYPE STORAGE AND INSTALLATION OF DUCTWORK. IN A PILLOW BLOCK CAST IRON HOUSING SELECTED FOR A 2. PRIOR TO SHIPMENT TO THE JOBSITE, ALL DUCT ENDS AND 1. APPLY SEALANT SYSTEM TO DUCT JOINTS, FASTENERS, AND MINIMUM L50 LIFE IN EXCESS OF 200,000 HOURS AS MAXIMUM OPENINGS MUST BE COVERED WITH A HEAVY DUTY, DUAL -PLY, SEAMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. CATALOGED OPERATING SPEED. CLEAR POLYETHYLENE PROTECTIVE FILM. OPEN ENDS ARE TO BE 2. APPLY SEALANT BY BRUSH, PUTTY KNIFE OR CAULK GUN, TO FULL H. WHEELS AND PROPELLERS: KEPT COVERED DURING TRANSPORT, STORAGE, AND COVERAGE. REMOVE EXCESS ADHESIVE IMMEDIATELY. INSTALLATION. AS DUCTWORK IS INSTALLED AT THE JOB SITE 1. ALL WHEELS AND PROPELLERS SHALL BE BALANCED IN OPEN ENDS ARE TO BE COVERED TO MAINTAIN CLEANLINESS. 3. COMPLETELY SEAL DUCT JOINT, FASTENERS AND SEAMS WITHOUT ACCORDANCE WITH AMCA STANDARD 204-96, BALANCE QUALITY VOIDS, TO A MINIMUM 20 MIL THICK WET FILM. AND VIBRATION LEVELS FOR FANS. WHEEL SHALL OVERLAP AN 3. THE FILM MUST BE SECURELY AFFIXED TO PROTECT AGAINST DIRT AERODYNAMIC ALUMINUM INLET CONE TO PROVIDE MAXIMUM AND DEBRIS, AND MUST BE TRANSLUCENT TO FACILITATE 4. APPLY AND STORE AT AMBIENT TEMPERATURE OF 40F TO 100F; PERFORMANCE AND EFFICIENCY. A INSPECTION OF INTERIOR SURFACES WITHOUT REMOVING THE AND PROTECT FROM FREEZING UNTIL DRY. FILM. THE FILM IS HAVE A ELONGATION RATING OF 600% AND A C. FIELD QUALITY CONTROL: 2. BLADES ON ALL SIZES SHALL BE CONTINUOUSLY WELDED TO THE BREAK STRENGTH OF 13.1 LBS./IN. THE FILM SHALL CONTAIN NO BACKPLATE AND DEEP SPUN INLET SHROUD. VOC'S, AND SHALL LEAVE NO RESIDUE ON DUCT AFTER REMOVAL. 1. ALLOW DUCT SEALANT SYSTEM TO CURE A MINIMUM OF 72 HOURS 3. ALL HUBS SHALL BE KEYED AND SECURELY ATTACHED TO THE FAN 4. MANUFACTURER: DUCTMATE INDUSTRIES PROGUARD (HEAVY BEFORE OPERATING THE SYSTEM. SHAFT. DUTY GRADE CLEAR). 1 2 1 3 1 4 5 6 7g 9 10 11 12 13 14 15 1. BLOWER SHAFTS: 1. ALL BLOWER SHAFTS SHALL BE AISI-C-1045 HOT ROLLED AND ACCURATELY TURNED, GROUND AND POLISHED. SHAFTING SHALL BE SIZED FOR A CRITICAL SPEED OF AT LEAST 125% OF MAXIMUM CATALOGED OPERATING SPEED. J. COATING: 1. ALL STEEL FAN COMPONENTS SHALL CONTAIN AN ELECTROSTATICALLY APPLIED, BAKED POLYESTER POWDER COATING. PAINT MUST EXCEED 1,000 HOUR SALT SPRAY UNDER ASTM B117 TEST METHOD. K. VIBRATION ISOLATION FOR UNITS SHALL BE FURNISHED BY THE FAN MANUFACTURER UNLESS OTHERWISE NOTED. PROVIDE GUIDED SPRING TYPE VIBRATION ISOLATORS. L. CERTIFICATIONS: 1. FAN SHALL BE LISTED BY UNDERWRITERS LABORATORIES (UL 705) AND UL LISTED FOR CANADA (CUL 705). FAN SHALL BEAR THE AMCA CERTIFIED RATINGS SEAL FOR SOUND AND AIR PERFORMANCE. 2. ALL UNITS SHALL BEAR AN ENGRAVED ALUMINUM NAMEPLATE AND SHALL BE SHIPPED IN ISTA CERTIFIED TRANSIT -TESTED PACKAGING. PART 2 - PRODUCTS A. SQUARE CENTRIFUGAL BLOWERS: 1. CONSTRUCTION: a. THE FAN SHALL BE BOLTED CONSTRUCTION UTILIZING CORROSION RESISTANT FASTENERS. HOUSING SHALL BE MINIMUM 18 GAUGE GALVANIZED STEEL WITH INTEGRAL INLET AND OUTLET FLANGES. b. PIVOTING MOTOR PLATE SHALL UTILIZE THREADED L-STUDS FOR POSITIVE BELT TENSIONING. C. BOLTED ACCESS DOORS SHALL BE PROVIDED ON THREE (3) SIDES, SEALED WITH CLOSE CELL NEOPRENE GACKETING. d. HOUSING SHALL BE PRE -DRILLED TO ACCOMMODATE UNIVERSAL MOUNTING FEET FOR VERTICAL OR HORIZONTAL INSTALLATION. 2. WHEEL: a. WHEEL SHALL BE ALUMINUM, NON -OVERLOADING, CENTRIFUGAL BACKWARD INCLINED, FLAT BLADE TYPE. HUB SHALL BE CAST AND PRECISION MACHINED, ALSO CONSTRUCTED OF 100%ALUMINUM. 3. ACCESSORIES: a. INLET SCREENS. b. OSHA BELT GUARD. C. MOTOR COVER. d. INLET/OUTLET FLEX DUCT CONNECTOR. e. DISCONNECT SWITCH - FACTORY WIRED AND MOUNTED. f. BACKDRAFT DAMPER g. SPEED CONTROLLER (FOR DIRECT DRIVE MODELS ONLY) - FACTORY WIRED AND MOUNTED. 4. BASIS -OF -DESIGN: PRODUCT INDICATED IN SCHEDULE. B. CEILING, WALL OR INLINE MOUNTED, DIRECT DRIVEN, CENTRIFUGAL EXHAUST FAN: 1. CONSTRUCTION: a. THE FAN HOUSING SHALL BE MINIMUM 20 GAUGE GALVANIZED STEEL AND ACOUSTICALLY INSULATED. b. BLOWER AND MOTOR ASSEMBLY SHALL BE MOUNTED TO A MINIMUM 14 GAUGE REINFORCING CHANNEL. MOTOR SHALL BE RESILIENTLY MOUNTED. C. UNIT SHALL BE SUPPLIED WITH INTEGRAL WIRING BOX. d. DISCHARGE POSITION SHALL BE CONVERTIBLE FROM RIGHT ANGLE TO STRAIGHT THROUGH BY MOVING INTERCHANGEABLE PANELS. THE OUTLET DUCT COLLAR SHALL INCLUDE REINFORCED ALUMINUM DAMPERS WITH CONTINUOUS ALUMINUM HINGE RODS AND BRASS BUSHINGS. TO ACCOMMODATE DIFFERENT CEILING THICKNESS, AN ADJUSTABLE PREPUNCHED MOUNTING BRACKET SHALL BE PROVIDED. e. A POWDER PAINTED WHITE STEEL GRILLE SHALL BE PROVIDED AS STANDARD. 2. WHEEL: a. WHEELS SHALL BE TWIN DWDI CENTRIFUGAL FORWARD CURVED TYPE, CONSTRUCTED OF GALVANIZED STEEL. 3. ACCESSORIES: a. DISCONNECT SWITCH - FACTORY MOUNTED AND WIRED. b. FAN SPEED CONTROLLER (FOR DIRECT DRIVE MODELS ONLY) - FACTORY MOUNTED AND WIRED. 4. BASIS -OF -DESIGN: PRODUCT INDICATED IN SCHEDULE. 2.2 CONTROL (MOTORIZED) DAMPERS A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS OF THIS SECTION, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING: 1. RUSKIN, TAMCO, GREENHECK. B. PROVIDE CONTROL DAMPERS AS SHOWN ON THE DRAWINGS AND DIAGRAMS, TO MEET THE FOLLOWING MINIMUM CONSTRUCTION STANDARDS: 1. LEAKAGE: CLASS 1, 4 CFM/SQ. FT. AT 1 IN. W.C., TESTED PER AMCA STANDARD 500-D-98, AND AMCA STANDARD 500-D-98, AND AMCA STANDARD 511 AND BEARING AMCA'S CERTIFIED RATINGS FOR BOTH AIR PERFORMANCE AND AIR LEAKAGE. 2. FRAME: 16 GAUGE GALVANIZED STEEL STRUCTURAL HAT CHANNEL WITH TABBED CORNERS FOR REINFORCEMENT TO MEET 13 GAUGE CRITERIA. 3. BLADES: 14 GAUGE (EQUIVALENT THICKNESS GALVANIZED STEEL) ROLL FORWARD AIR FOIL TYPE FOR LOW PRESSURE DROP AND LOW NOISE GENERATION. BLADES SHALL BE PARALLEL FOR TWO - POSITION DAMPERS AND OPPOSED, FOR MODULATING DAMPERS. 4. BLADE SEALS: RUSKIPRENE SUITABLE FOR -72°F TO 275°F MECHANICALLY LOCKED INTO THE BLADE EDGE. 5. JAMB SEALS: FLEXIBLE METAL COMPRESSION TYPE. 6. BLADE AXLES: 1/2 IN. PLATED STEEL HEXAGONAL POSITIVELY LOCKED INTO THE DAMPER BLADE. LINKAGE CONCEALED OUT OF THE AIRSTREAM. 7. BEARINGS: CORROSION RESISTANT, PERMANENTLY LUBRICATED STAINLESS STEEL SLEEVE. 8. DAMPERS SUBJECT TO CORROSIVE FUMES OR HUMIDITY SHALL BE CONSTRUCTED OF STAINLESS STEEL. 9. DAMPERS OVER 48 IN. IN LENGTH AND HEIGHT SHALL BE MADE IN MULTIPLE SECTIONS. 10. WHERE DAMPER SIZES ARE NOT SPECIFICALLY INDICATED, THEY SHALL BE SIZED BY THE SUB -CONTRACTOR. MAXIMUM VELOCITY SHALL BE 1500 FPM AND MAXIMUM PRESSURE DROP 0.1 IN. W.G. 11. WHERE SHOWN OR REQUIRED FOR PROOF OF CLOSURE OR OPEN POSITION, PROVIDE FACTORY INSTALLED DAMPER POSITIONING SWITCH PACKAGE RUSKIN MODEL SP-100. 13 1 14 1 15 N �HUEU �OFDISI PLAN H � HLIIR� 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK PUMP HOUSE 512 MAIN STREET WEST YARMOUTH, MA 02673 DDA PROJECT #21-008 Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01 /7 L IN F F D. C Drawn Project Manager P.I.C. CDM BA MEK SHEET TITLE B SPECIFICATIONS SHEET NUMBER A M002 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. 1 2 3 4 5 6 7 8 9 10 12 13 14 15 N MI L KI HI E EI DI C B A SECTION 232010 - PIPING SYSTEMS AND ACCESSORIES a. #18 USSG, GALVANIZED STEEL SHIELDS, MINIMUM 120° ARC. A. MATERIALS FOR FIRESTOPPING SEALS SHALL BE LISTED BY AN APPROVED D. EXTEND 1/8 IN. ABOVE FINISHED AREAS. IN ABOVE GRADE MECHANICAL 12. DAMPERS SHALL BE AS MANUFACTURED BY RUSKIN CD 60 PROVIDE ICA-HAMFAB-BLOCK, 18# DENSITY MOLDED INDEPENDENT TESTING LABORATORY FOR "PENETRATION FIRESTOP AND OTHER AREAS WITH FLOOR DRAINS; USE STEEL PIPE SLEEVES 2 IN. CONTROL DAMPER, OR EQUIVALENT TAMCO, GREENHECK OR PART 1 -GENERAL FIBERGLASS INSERTS, BETWEEN PIPE AND HANGER SHIELD SYSTEMS". THE SYSTEM SHALL MEET THE STANDARD FIRE TEST FOR ABOVE FLOOR. USE PIPE SLEEVES IN BEARING WALLS, STRUCTURAL NAILOR. 1.1 WORK INCLUDED TO MAINTAIN PROPER SPACING FOR INSULATION. PENETRATION FIRESTOP SYSTEMS DESIGNATED ASTM E814. FIRESTOP SLABS, BEAMS AND OTHER STRUCTURAL SURFACES, AND WHERE CALLED INSULATION INSERTS SHALL EXTEND 1 IN. BEYOND THE SYSTEM SHALL BE PROVIDED AT LOCATIONS WHERE PIPING PASSES FOR. SLEEVES SHALL BE AS SMALL AS PRACTICAL, CONSISTENT WITH 13. BASIS OF DESIGN: RUSKIN CD60. A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES AS REQUIRED SHEET METAL SHIELDS. MATERIAL SHALL COMPLY WITH THROUGH FIRE RATED WALL, FLOOR/CEILING, OR CEILING/ROOF INSULATION, SO AS TO PRESERVE FIRE RATING. FILL ABANDONED 2.3 BACKDRAFT DAMPERS HORIZONTAL MOUNT - AIR FLOW UP 1000 FPM ( ) ( FOR THE COMPLETE INSTALLATION DESIGNED IN CONTRACT DOCUMENTS. ASTM E84 25/50, HAVE A THERMAL CONDUCTIVITY OF K=.30 ASSEMBLY. MINIMUM REQUIRED FIRE RESISTANT RATINGS OF THE SLEEVES WITH CONCRETE. PROVIDE RUBBER GROMMET SEALS FOR AND 1500 FPM) (STABLE) AND HAVE A SERVICE TEMPERATURE OF -120-F TO ASSEMBLY SHALL BE MAINTAINED BY THE FIRESTOP SYSTEM. PIPES PASSING THROUGH DUCTS OR AIR CHAMBERS OR BUILT-UP 1.2 SUBMITTALS +650°F. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION SHALL CONFORM WITH THE MANUFACTURER'S HOUSINGS. A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS OF A. SCHEDULE OF PIPE MATERIALS, FITTINGS AND CONNECTIONS PRINTED INSTRUCTIONS. RECOMMENDATIONS AND OTHER REQUIREMENTS NECESSARY TO MEET 3.9 SLEEVE PACKING THE TESTING LABORATORY'S LISTING FOR THE SPECIFIC INSTALLATION. THIS SECTION, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING: PART 2 - PRODUCTS 3. SHIELD SIZING: - 2 11 PIPING MATERIALS AND SCHEDULE A. SEAL VOID SPACE AT SLEEVES AS FOLLOWS: 1. RUSKIN, GREENHECK, AIR BALANCE INC., AMERICAN WARMING AND 2.1 GENERAL VENTILATING, NAILOR. B. DESCRIPTION: GRAVITY BALANCED. A. PIPE AND FITTINGS SHALL BE NEW, MARKED WITH MANUFACTURER'S NAME AND COMPLY WITH APPLICABLE ASTM AND ANSI STANDARDS. C. MAXIMUM AIR VELOCITY: 1000 FPM (RUSKIN BD2/A1). B. ALL ADHESIVES, SEALANTS, PRIMERS AND PAINT USED FOR PIPING IN THE INTERIOR OF THE BUILDING SHALL COMPLY WITH THE MAXIMUM VOLATILE PIPE SIZE SHIELD LENGTH MINIMUM GAUGE 1/2 IN. TO 3-1/2 IN. 9 IN. 20 4 IN. 9 IN. 20 5 IN. AND 6 IN. 9 IN. 20 8 IN. TO 12 IN. 12 IN. 18 14 IN. TO 24 IN. 18 IN. 16 A. SEE EXHIBIT "A", "SCHEDULE OF PIPING MATERIALS" AT END OF THIS 1. INTERIOR LOCATIONS: FIRMLY PACK WITH FIBERGLASS AND CAULK. SECTION FOR (HVAC) PIPING. PART 3 - EXECUTION 2. EXTERIOR WALLS AND BELOW GRADE CORED HOLES: USE SEALING ELEMENT. 3.1 EQUIPMENT AND SYSTEMS RE TE D. MAXIMUM SYSTEM PRESSURE. 1.5 IN. W.G.. ORGANIC COMPOUND (VOC) LIMITS CALLED FOR !N THE CURRENT APROVIDE EQUIPMENT AND SYSTEMS IN ACCORDANCE WITH LAW A. S, CODES, 3. FIRE RATED, PARTITIONS AND FLOOR SLABS. USE FI RA DE. PROVIDE PER SEALING ELEMENTS, MATERIALS AND METHODS. PROV - E. OPERATING PRESSURE: BD2A1 .03 IN. W.G. START TO OPEN .10 BLADES VERSION OF U.S. GREEN BUILDING COUNCIL LEED CREDITS EQ 4.1 AND EQ 4. HANGER SHIELD GAUGES LISTED ARE FOR USE WITH BAND TYPE AND PROVISIONS OF EACH APPLICABLE SECTION OF THESE MANUFACTURER'S INSTRUCTIONS TO MAINTAIN FIRESTOP.VIDE FULLY OPEN. 4.2. HANGERS ONLY. FOR POINT LOADING (ROLLER SUPPORT), SPECIFICATIONS. ACCURATELY ESTABLISH GRADE AND ELEVATION OF F. FRAME: HAT -SHAPED 6063TS .090 IN. THICK EXTRUDED ALUMINUM WITH 2.2 COPPER TUBE AND FITTINGS - SOLDER JOINT INCREASE SHIELD THICKNESS BY ONE GAUGE, AND LENGTH BY o 50 /a PIPING BEFORE SETTING SLEEVES. INSTALL PIPING WITHOUT SPRINGING 4. WATERPROOFED WALLS AND FLOORS: USE WATERPROOF SEALING ELEMENT, DEVICE, OR COMPOUND. WELDED CORNERS OR MECHANICALLY ATTACHED AND MOUNTING OR FORCING (EXCEPT WHERE SPECIFICALLY CALLED FOR), MAKING FLANGE. A. PIPE: ASTM B88; TYPE K, L OR M, HARD TEMPER. SOFT TEMPER ONLY D. HANGER SPACING SCHEDULES: (BASED UPON MOST STRINGENT PROPER ALLOWANCE FOR EXPANSION AND ANCHORING. ARRANGE 3.10 ESCUTCHEON PLATES WHERE SPECIFIED. PLANS SHOW COPPER TUBE SIZES. REQUIREMENT OF MCNYS AND ASME B31.9) PIPING AT EQUIPMENT WITH NECESSARY OFFSETS, UNION, FLANGES, AND G. BLADES: MULTIPLE SINGLE -PIECE BLADES, END PIVOTED, MAXIMUM 6 IN. VALVES, TO ALLOW FOR EASY PART REMOVAL AND MAINTENANCE. A. PROVIDE POLISHED CHROME ESCUTCHEON PLATES FOR UNINSULATED WIDTH, 0.025 IN. THICK, ROLL -FORMED ALUMINUM (BD2A1) WITH SEALED B. TEES, ELBOWS, REDUCERS: WROUGHT COPPER, ANSI B16.22 OR CAST EDGES. BRONZE; ANSI B16.8 SOLDER END CONNECTIONS. H. BLADE ACTION: PARALLEL. C. UNIONS AND FLANGES: 2 IN. AND SMALLER USE UNIONS, SOLDER TYPE, 'CAST BRONZE, GROUND JOINT, 150 LB. SWP: 2-1/2 IN. AND OVER USE I. BLADE SEALS: EXTRUDED VINYL, MECHANICALLY LOCKED. FLANGES, CAST BRONZE, COMPANION TYPE, ASME DRILLED, SOLDER J. BLADE AXLES: CONNECTION, 150 LB. SWP. 1 MATERIAL: GALVANIZED STEEL D. SOLDER MATERIALS: NO -LEAD SOLDER, USING ALLOYS MADE FROM TIN, COPPER OR PLASTIC COPPER PIPE PLASTIC PIPE HANGER PIPE SIZE HANGER HANGER ROD SIZE SPACING SPACING 3/4 TO 1 IN. 6 FT. 3 FT. 3/8 IN. 1-1/4 IN. 6 FT. 4 FT. 3/8 IN. 1-1/2 TO 2 IN. 8 FT. 4 FT. 3/8 IN. 2-1/2 TO 4 IN. 10 FT. 4 FT. 1/2 IN. 5 IN. AND LARGER 10 FT. 4 FT. 3/4 IN. OFFSET PIPING AND CHANGE ELEVATION AS REQUIRED TO COORDINATE EXPOSED PIPING PASSING THROUGH FLOORS, WALLS OR CEILINGS IN WITH OTHER WORK. AVOID CONTACT WITH OTHER MECHANICAL OR FINISHED AREAS. ELECTRICAL SYSTEMS. PROVIDE ADEQUATE MEANS OF DRAINING AND 3.11 TESTS VENTING UNITS, RISERS, CIRCUITS AND SYSTEMS. INSTALL DRAINS CONSISTING OF A TEE FITTING WITH A 3/4 IN. BALL VALVE WITH HOSE END A. TEST PIPING AND ACCESSORIES BEFORE INSULATION, OR CONCEALMENT. CAP AND CHAIN, AT LOW POINTS IN HYDRONIC PIPING SYSTEM MAINS, AND REPEAT AS MANY TIMES AS NECESSARY TO PROVE TIGHT SYSTEM. ELSEWHERE AS REQUIRED FOR SYSTEM DRAINAGE. NOTIFY OWNER'S REPRESENTATIVE AT LEAST SEVEN DAYS IN ADVANCE B CONCEAL PIPING UNLESS OTHERWISE CALLED FOR COPPER TUBING OF EACH TEST. ISOLATE VALVES AND EQUIPMENT NOT CAPABLE OF COPPER, SILVER AND NICKEL. WITHSTANDING TEST PRESSURES. MAKE LEAKS TIGHT; NO CAULKING SHALL BE CUT WITH A WHEELED TUBING CUTTER OR OTHER APPROVED 2. .DIAMETER: 0.20 IN. �� �� �� � PERMITTED. REMOVE AND REPLACE DEFECTIVE FITTINGS, PIPE OR E. MAKE: HARRIS "STAY -SAFE 50 AND BRIGHT , ENGELHARD ' SILVERBRIGHT COPPER TUBING CUTTER TOOL. THE TUBING MUST BE CUT SQUARE TO CONNECTIONS FURNISH NECESSARY PUMPS GAUGES EQUIPMENT K. TIE BARS AND BRACKETS: ALUMINUM. 100", WILLARD INDUSTRIES "SOLDER SAFE (SILVER BEARING), CANFIELD "WATERSAFE" OR APPROVED EQUAL. L. RETURN SPRING: ADJUSTABLE TENSION. 2.3 COPPER TUBE AND FITTINGS -BRAZED JOINT M. BEARINGS: SYNTHETIC PIVOT BUSHINGS. A. PIPE: ASTM B88, TYPE K OR L, HARD TEMPER. N. ACCESSORIES: B. TEES, ELBOWS AND REDUCERS: WROUGHT COPPER, ANSI B16.22 OR CAST STEEL PIPE SIZE STEEL PIPE HANGER SPACING HANGER ROD SIZE 3/4 TO 1 IN. 8 FT. 3/8 IN. 1-1/4 IN. 10 FT. 3/8 IN. 1-1/2 TO 2-1/2 IN. 12 FT. 3/8 IN. 3 TO 4 IN. 12 FT. 1/2 IN. ,. 5 IN. AND LARGER 12 FT. 3/4 IN. PERMIT PROPER JOINING WITH THE FITTINGS. REAM PIPES AFTER CUTTING AND CLEAN BEFORE INSTALLING. CAP OR PLUG EQUIPMENT AND PIPING, VALUING, POWER AND LABOR FOR TESTING. CERTIFY THAT TESTS PIPE OPENINGS DURING CONSTRUCTION. INSTALL PIPING PARALLEL WITH HAVE BEEN SUCCESSFULLY COMPLETED. LINES OF BUILDING, PROPERLY SPACED TO PROVIDE CLEARANCE FOR B. SCHEDULE OF TEST REQUIREMENTS: INSULATION. MAKE CHANGES IN DIRECTION AND BRANCH CONNECTIONS WITH FITTINGS UNLESS SUBMITTED AND ACCEPTED PER PART 2. DO NOT 1. REFRIGERATION: INSTALL VALVES, UNION AND FLANGES IN INACCESSIBLE LOCATIONS. a AFTER INSTALLATION CHARGE SYSTEM WITH DRY 1. ADJUSTMENT DEVICE TO PERMIT SETTING FOR VARYING BRONZE, ANSI B16.18. PROVIDE TRAP SEAL OF ADEQUATE DEPTH ON DRAIN PANS. NITROGEN TO MANUFACTURER'S RECOMMENDED DIFFERENTIAL STATIC PRESSURE. C. UNIONS AND FLANGES: UNIONS FOR 2 IN. AND SMALLER. BRAZED TYPE E. INSERTS: CARBON STEEL BODY AND SQUARE INSERT NUT, GALVANIZED C. PROVIDE REDUCERS AT ALL CONTROL VALVES, WHERE CONTROL VALVE PRESSURE. 2. COUNTERWEIGHTS AND SPRING -ASSIST KITS FOR VERTICAL CAST BRONZE GROUND JOINT, 150 LB. SWP- FLANGED FOR 2-1 /2 IN. AND FINISH, MAXIMUM LOADING 1,300 LBS„ FOR 3/8 IN. TO 3/4 IN. ROD SIZES. IS SMALLER THAN PIPELINE SIZE. REDUCERS FOR STEAM CONTROL AIRFLOW INSTALLATIONS. LARGER, BRAZED TYPE, CAST BRONZE COMPANION TYPE, GASKETED AND DRILL THROUGH DECKING FOR HANGER RODS AND SECURE DEVICES VALVES SHALL BE ECCENTRIC TYPE. PROVIDE UNIONS AT EACH SIDE OF b. SYSTEM SHALL HOLD THIS CHARGE WITH NO PRESSURE BOLTED, ASME DRILLED 150 LB. SWP.GASKETS: GRADE "EHP" EPDM WITH INTEGRAL SUPPORT PLATE STRAP WITH SHEET METAL SCREWS. EVERY CONTROL VALVE AND REDUCERS DIRECTLY ADJACENT TO THE DROP FOR 24 HOURS. 0. BASIS OF DESIGN: RUSKIN BD2A1. SYNTHETIC RUBBER, COLOR -CODED, -30°F TO 250°F TEMPERATURE DEVICES SHALL HAVE A SAFETY FACTOR OF FOUR. UNIONS. 3.12 PROTECTION AGAINST PHYSICAL DAMAGE 2.4 BACKDRAFT AND PRESSURE RELIEF DAMPERS (HORIZONTAL MOUNT - AIR RANGE, SUITABLE FOR WATER SERVICE. F. BEAM ATTACHMENTS: D. PROVIDE REDUCERS AT ALL BALANCE VALVES, WHERE BALANCE VALVE IS A. IN CONCEALED LOCATIONS WHERE PIPING,. OTHER THAN CAST-IRON OR FLOW UP) (1500 - 2500 FPM) D. BRAZING MATERIALS: CLASS BCUP-2 FOR BRAZING COPPER TO BRASS, 1. C-CLAMP, LOCKNUT, ELECTROPLATED FINISH, UL LISTED, FM SMALLER THAN PIPELINE SIZE. STEEL, IS INSTALLED THROUGH HOLES OR NOTCHES IN STUDS, JOISTS, A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS OF BRONZE OR COPPER. HARRIS, APPROVED, FOR PIPE SIZES 2 IN. AND SMALLER. 3.2 PIPING OVER ELECTRICAL EQUIPMENT RAFTERS OR SIMILAR MEMBERS LESS THAN 1-1/2 IN. FROM THE NEAREST THIS SECTION, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING: 2.4 DIELECTRIC PROTECTION 2. CENTER LOAD STYLE WITH CLAMP ATTACHMENTS THAT ENGAGE A. CONTRACTOR SHALL ROUTE PIPING TO AVOID INSTALLATION DIRECTLY EDGE OF THE MEMBER, THE PIPE SHALL BE PROTECTED BY SHIELD PLATES. PROTECTIVE STEEL SHIELD PLATES HAVING A MINIMUM 1. RUSKIN GREENHECK AIR BALANCE INC., AMERICAN WARMING AND A. DESCRIPTION: ASSEMBLY OR FITTING HAVING INSULATING MATERIAL BOTH EDGES OF BEAM, ELECTROPLATED FINISH, UL LISTED, FM OVER ELECTRIC EQUIPMENT, INCLUDING, BUT NOT LIMITED TO PANELS, THICKNESS OF 0.0575 IN. (NO. 16 GAGE) SHALL COVER THE AREA OF THE VENTILATING, NAILOR. ISOLATING JOINED DISSIMILAR METALS TO PREVENT GALVANIC ACTION APPROVED, FOR PIPE SIZES LARGER THAN 2 IN., REFER TO TRANSFORMERS, DISCONNECTS, STARTERS, MOTOR CONTROL CENTER, PIPE WHERE THE MEMBER IS NOTCHED OR BORED, AND SHALL EXTEND AND STOP CORROSION. "SUPPORTS" FOR ADDITIONAL REQUIREMENTS. ADJUSTABLE SPEED DRIVES AND FUSED SWITCHES. NOTE LESS THAN 2 IN. ABOVE SOLE PLATES AND BELOW TOP PLATES. B. DESCRIPTION: GRAVITY BALANCED. B. DIELECTRIC UNIONS SHALL NOT BE USED DUE TO THEIR TENDENCY TO G. SUPPORTS: B. PIPING SHALL NOT BE INSTALLED IN THE DEDICATED ELECTRIC AND 3.13 PIPE LINE SIZING C. MAXIMUM AIR VELOCITY: 1500 TO 2500 FPM. LEAK. PROVIDE A DIELECTRIC WATERWAY FITTING OR A BRASS NIPPLE 1. PROVIDE INTERMEDIATE STRUCTURAL STEEL MEMBERS WHERE WORKING SPACE AS DEFINED BY NEC 110. DEDICATED ELECTRICAL A. PIPE SIZES CALLED FOR ARE TO BE MAINTAINED. PIPE SIZING CHANGES D. MAXIMUM SYSTEM PRESSURE: 4 IN. W.G. FOR DIELECTRIC PROTECTION. A BRASS VALVE IS ALSO AN ACCEPTABLE REQUIRED FOR HANGER ATTACHMENT: SECURE MEMBER TO SPACE IS GENERALLY EQUAL TO THE DEPTH AND WIDTH OF ELECTRICAL MADE ONLY AS REVIEWED BY OWNER'S REPRESENTATIVE. WHERE METHOD OF DIELECTRIC PROTECTION. STRUCTURE. SELECT SIZE OF MEMBERS BASED ON A MINIMUM EQUIPMENT, AND EXTENDS 6 FT. ABOVE THE ELECTRICAL EQUIPMENT, OR DISCREPANCY IN SIZE OCCURS, THE LARGER SIZE SHALL BE PROVIDED. E. OPERATING PRESSURE: .12 IN. W.G. BLADES START TO OPEN, .20 IN. W.G. C. FLANGES: FACTORY -FABRICATED, COMPANION -FLANGE ASSEMBLY, FOR FACTOR OF SAFETY OF FOUR. DEDICATED TO A STRUCTURAL CEILING. DEDICATED WORKING SPACE IS A MINIMUM TO RA BLADES FULLY OPEN. 150 OR 300 PSIG MINIMUM PRESSURE TO SUIT SYSTEM FLUID PRESSURES 30 IN. WIDE THE WIDTH EQUIPMENT WHICHEVER IS LARGER A ( ) F. FRAME: HAT -SHAPED, 6063TS - .070 IN. THICK EXTRUDED ALUMINUM, WITH AND TEMPERATURES WITH FLANGE INSULATION KITS AND BOLT SLEEVES. 2. FOR WEIGHTS UNDER 1000 LBS.: INSERT, "U" SHAPED CHANNEL, BEAM CLAMPS OR OTHER STRUCTURALLY REVIEWED SUPPORT. MINIMUM OF 6 FT.-6 IN. TALL, WITH A DEPTH OF 3 FT. TO 9 FT. DEPENDING ON THE VOLTAGE. EXHIBIT "A" - PIPING MATERIALS (HVAC) WELDED CORNERS OR MECHANICALLY ATTACHED AND MOUNTING D. WATERWAY FITTINGS: 300 PSI MAXIMUM WORKING PRESSURE AT 230°F, THE FACTOR OF SAFETY SHALL BE AT LEAST FOUR, FOLLOW 3.3 REFRIGERATION PIPING FLANGE. MALE THREADED OR GROOVED ENDS, ELECTROPLATED DUCTILE IRON OR MANUFACTURER'S RECOMMENDATIONS. SERVICE PIPE MATERIALS FITTINGS CONNECTIONS G. BLADES` MULTIPLE SINGLE -PIECE BLADES, END PIVOTED; MAXIMUM 6 IN. STEEL BODY WITH LTHS HIGH TEMPERATURE POLYOLEFIN POLYMER 3FOR WEIGHTS ABOVE 1000 LBS; DRILL THROUGH FLOOR SLABS . . A. FITTINGS BRAZED WITH SILVER BRAZING ALLOY. GUARANTEE REFRIGERANT TYPE L WROUGHT SIL-FLO "5" SILVER WIDTH, .070 IN. THICK, ROLL -FORMED ALUMINUM WITH SEALED EDGES. LINER. .AND PROVIDE FLUSH PLATE WELDED TO TOP OF ROD OR PROVIDE REFRIGERANT CHARGE FOR ONE YEAR FROM DATE OF FINAL REFRIGERANT COPPER, BRAZED BRAZING H. BLADE ACTION: PARALLEL. E. MAKE: EPCO, CAPITOL MANUFACTURING, WATTS, SUREJOINT, VICTAULIC, ADDITIONAL INSERTS AND HANGERS TO REDUCE LOAD PER ACCEPTANCE. PROVIDE FOR FLEXIBILITY AT COMPRESSOR CONNECTIONS. PIPING AND SYSTEM SHALL MEET THE REQUIREMENTS OF GRADE HARD END OR APPROVED EQUAL. HANGER BELOW 1000 LBS. MECHANICAL REFRIGERATION SAFETY CODE, ANSI 89.1. CLEAN PIPING; TEMPER; I. BLADE SEALS: EXTRUDED VINYL, MECHANICALLY LOCKED. F. THE USE OF BRASS VALVES, BRASS NIPPLES (3 IN. AND LARGER) AND 4. MAKE: HILTI, ITW RAMSET, PHILLIPS "RED HEAD", OR APPROVED THEN PUMP -DOWN AND EVACUATE SYSTEM TO 0.1 IN. VAC BREAK DEOXIDIZED J. BLADE AXLES: SHURJOINT EPDXY COATED TRANSITION COUPLING IPS-CTS MAY BE USED EQUAL. VACUUM WITH DRY NITROGEN AND RE -EVACUATE TO 0.1 IN. VAC AND COPPER 1. MATERIAL: GALVANIZED STEEL. FOR DIELECTRIC ISOLATION. DIELECTRIC TRANSITION FITTINGS SHALL BE H. TRAPEZE HANGERS: HOLD FOR FOUR (4) HOURS; THEN CHARGE SYSTEM. CHARGE WITH VENT, OVERFLOW, TYPE DWV OR WROUGHT THREADED OR SOLDER SHURJOINT MODEL DE30-GG FOR SIZES 2 IN. THROUGH 8 IN., WHICH SHALL REFRIGERANT AS RECOMMENDED BY MANUFACTURER. DRAIN TYPE M COPPER COPPER 2. DIAMETER: 0.20 IN. PROVIDE EFFECTIVE INSULATION BETWEEN THE STEEL AND COPPER 1. FOR USE ON 1-1/2 IN. AND SMALLER PIPING ONLY. 3.4 HANGERS, INSERTS AND SUPPORTS SYSTEMS TO AVOID GALVANIC LOCAL CELL AND STRAY CURRENT K. TIE BARS AND BRACKETS: ALUMINUM. PROBLEMS. THE DIELECTRIC TRANSITION FITTING SHALL BE MADE OF 2. HANGERS SHALL BE SUPPORTED WITH ROD SIZED WITH A SAFETY A. PIPING SHALL NOT BE SUPPORTED BY WIRES, BAND IRON, CHAINS, OR DUCTILE IRON PER ASTM A536 GR. 65-45-12, ELECTRIC DEPOSITION FACTOR OF FOUR. FROM OTHER PIPING. SUPPORT EACH PIPE WITH INDIVIDUAL HANGERS END OF SECTION L. RETURN SPRING: ADJUSTABLE TENSION. COATED, WITH A VIRGIN PP (PROPYLENE) LINING. 3. MAY BE MANUFACTURED TYPE "U" SHAPED CHANNEL, OR SUITABLE FROM CONCRETE INSERTS, WELDED SUPPORTS, OR BEAM CLAMPS OF M. BEARINGS: SYNTHETIC PIVOT BUSHINGS. 2.5 REFRIGERATION PIPING ANGLE IRON OR CHANNEL. ROUND OFF ALL SHARP EDGES. PROPER CONFIGURATION AND POINT LOADING DESIGN REQUIREMENTS FOR EACH LOCATION INCLUDING THE DESIGNATED SAFETY FACTOR. N. ACCESSORIES: A. TYPE L HARD TEMPER DEOXIDIZED, DEHYDRATED, AND SEALED COPPER 4. SECURELY FASTEN PIPING TO TRAPEZE WITH "U" BOLT OR STRAPS, TRAPEZE HANGERS ARE ACCEPTABLE FOR RACKING OF MULTIPLE PIPES 1. ADJUSTMENT DEVICE TO PERMIT SETTING FOR VARYING TUBING, REFRIGERANT GRADE. DISSIMILAR METALS SHALL NOT TOUCH, USE ISOLATION GASKETS. OF 1-1/2 IN. OR LESS IN SIZE. FOLLOW MANUFACTURER'S SAFE LOADING DIFFERENTIAL STATIC PRESSURE. B. REFRIGERANT GRADE WROUGHT COPPER FITTINGS. LONG RADIUS 5. MAKE: B-LINE, KINDORF, UNISTRUT, OR APPROVED EQUAL. RECOMMENDATIONS. SUSPEND WITH RODS OF SUFFICIENT LENGTH FOR SWING AND OF SIZE AS CALLED FOR, USING FOUR NUTS PER ROD. 2. COUNTERWEIGHTS AND SPRING -ASSIST KITS FOR VERTICAL ELBOWS. 2.7 PIPING ACCESSORIES PROVIDE ADDITIONAL RUSTPROOFED STRUCTURAL STEEL MEMBERS, AIRFLOW INSTALLATIONS. C. FACTORY MADE SUCTION TRAPS, MELCO TYPE PT. WHERE REQUIRED FOR PROPER SUPPORT. PROVIDE OVERSIZED A. ESCUTCHEON PLATES: PROVIDE ESCUTCHEON PLATES ON UNINSULATED HANGERS WHERE INSULATION/SUPPORTS MUST PASS BETWEEN PIPE AND 3. SPC STATIC PRESSURE CONTROL. D. PIPING AND SYSTEM SHALL MEET THE REQUIREMENTS OF SAFETY CODE PIPING IN EXPOSED AND FINISHED AREAS. STEEL OR CAST BRASS HANGER. ONLY CONCENTRIC TYPE HANGERS ARE PERMISSIBLE ON 0. BASIS OF DESIGN: RUSKIN BDG (GRAVITY BALANCED). FOR MECHANICAL REFRIGERATION, ANSUASHRAE 15-1994 AND ASME/ANSI POLISHED CHROME, SPLIT HINGE TYPE WITH SETSCREW, HIGH PLATES PIPING LARGER THAN 2-1/2 IN., "C" TYPES ARE PERMITTED FOR PIPING 2-1/2 B31.5. WHERE REQUIRED FOR EXTENDED SLEEVES. IN. AND SMALLER. PROVIDE RISER CLAMPS FOR EACH RISER AT EACH PART 3 -EXECUTION FLOOR. E. MAKE: MUELLER, HOWELL METAL, CERRO, CAMBRIDGE-LEE, UNIVERSAL 2.8 SLEEVES 3.1 INSTALLATION OF EQUIPMENT TUBE. B. PROVIDE A PIPE HANGER WITHIN 12 IN. OF PIPE UNIONS AND PIPING A. STANDARD TYPE: CONNECTIONS TO EQUIPMENT, IN ORDER TO FACILITATE A. PROVIDE EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S 2.6 HANGERS, INSERTS, AND SUPPORTS 1. SCHEDULE 40 BLACK STEEL PIPE SLEEVES SHALL BE USED FOR DISCONNECTIONS OF PIPING WITHOUT PIPE SAGGING. INSTRUCTIONS. ALL FANS SHALL MEET THE INTENT OF THE SYSTEM PERFORMANCE REQUIREMENTS. PROVIDE RUBBER IN -SHEAR VIBRATION A. HANGERS, INSERTS, CLAMPS: B-LINE, GRINNELL, MICHIGAN HANGER, PHD SLEEVES IN HORIZONTAL AND VERTICAL APPLICATIONS THROUGH 3.5 HANGERS ATTACHED TO JOISTS ISOLATION FOR ALL FANS UNLESS OTHERWISE CALLED FOR. PROVIDE MANUFACTURING, ANVIL, HILTI. STRUCTURAL SURFACES. SLEEVES SHALL EXTEND A MINIMUM OF 1 NECESSARY SUPPORT STEEL FOR EQUIPMENT. PROVIDE GUARDS FOR IN. BEYOND BOTH SIDES OF THE STRUCTURE SURFACE BEING A. INDIVIDUAL HANGERS MAY BE SUSPENDED DIRECTLY FROM THE BOTTOM ALL EXPOSED BELTS, SHAFTS, AND FAN WHEELS. CHANGE PULLEY SIZES B. HANGERS: PENETRATED. THE SLEEVE SHALL BE SIZED TO ACCOUNT FOR THE CHORD PANEL POINT PROVIDED THAT THE SUM OF THE CONCENTRATED OR ADJUST SHEAVES AS REQUIRED TO MAKE SYSTEMS DELIVER 1. ADJUSTABLE, WROUGHT MALLEABLE IRON OR STEEL WITH TOTAL DIAMETER OF THE SERVICE, INCLUSIVE OF INSULATION AND LOADS WITHIN THE CHORD PANEL DOES NOT EXCEED 100 POUNDS AND SPECIFIED QUANTITIES OF AIR AS LISTED ON THE CONTRACT DRAWINGS. ELECTROPLATED ZINC OR CADMIUM FINISH. COPPER PLATED OR THE APPROPRIATE ANNULAR SPACE FOR FIRESTOPPING THE ATTACHMENTS ARE CONCENTRIC TO THE CHORD. (ECCENTRICALLY PVC COATED WHERE IN CONTACT WITH COPPER PIPING. HOT- INSTALLATION OR REQUIREMENTS OF THE SEALING ELEMENT LOADED JOISTS USING BEAM CLAMPS OR OTHER ATTACHMENT METHODS END OF SECTION DIPPED GALVANIZED FINISH FOR EXTERIOR LOCATIONS. MANUFACTURER. ARE NOT ACCEPTABLE.) 2. FULL CIRCLE WATER STOP COLLAR FOR SLEEVES LOCATED IN B. FOR NOMINAL CONCENTRATED LOADS BETWEEN PANEL CHORDS, WHICH 2. ADJUSTABLE RING TYPE WHERE PIPING 1S INSTALLED DIRECTLY ON BELOW GRADE WALLS, WET WELLS AND WATERPROOFED HAVE BEEN ACCOUNTED FOR IN THE SPECIFIED UNIFORM DESIGN LOAD HANGER FOR PIPING 3 IN. AND SMALLER. SURFACES. THE COLLAR SHALL BE FABRICATED FROM STEEL FOR THE JOISTS, THIS CONTRACTOR IS TO PROVIDE STRUTS TO 3. ADJUSTABLE STEEL CLEVIS TYPE FOR 4 IN; AND LARGER, AND PLATE AND WELDED TO THE SLEEVE AROUND ITS ENTIRE TRANSFER THE LOAD TO A PANEL POINT ON THE OPPOSITE CHORD AS WHERE INSULATION PASSES THROUGH HANGER. CIRCUMFERENCE. REVIEWED AND ACCEPTABLE BY THE STRUCTURAL ENGINEER OF RECORD. 4. STEAM (OVER 50 PSI) PIPING, ADJUSTABLE YOKE PIPE ROLLER B. PRE -INSULATED TYPE: EQUIVALENT TO GRINNELL FIGURE #181. 1. ADJUSTABLE OR FIXED LENGTH METAL CANS, 24 GAUGE. MINIMUM 3.6 PIPE CONNECTIONS 5. HANGERS SIZED TO PERMIT PASSAGE OF INSULATION THROUGH SIZED FOR 1 IN. SPACING BETWEEN INSULATION AND CAN. A. SOLDER CONNECTIONS: NONACID FLUX AND CLEAN OFF EXCESS FLUX THE HANGER FOR ALL PIPING. INSULATION SHALL CONSIST OF A 360' WATERPROOFED CALCIUM AND SOLDER. 6. NUTS, WASHERS AND RODS WITH ELECTROPLATED ZINC OR SILICATE INSERT SIZED TO EXTEND 1 IN. BEYOND WALL OR FLOOR PENETRATION. CALCIUM SILICATE INSERT SHALL BE THE SAME B BRAZED CONNECTIONS: MAKE JOINTS WITH SILVER BRAZING ALLOY IN CADMIUM FINISH. HOT -DIPPED GALVANIZED FINISH FOR EXTERIOR THICKNESSAS ADJOINING PIPE INSULATION. SPACING BETWEEN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. REMOVE LOCATIONS. SHIELD AND CAN PACKED AT EACH END WITH DOUBLE NEOPRENE WORKING PARTS OF VALVES BEFORE APPLYING HEAT. C. HANGER SHIELDS: ROPE POSITIVELY FASTENED. C. DIELECTRIC PROTECTION: PROVIDE DIELECTRIC PROTECTION DEVICES AT 2.9 SEALING ELEMENTS ALL PIPING CONNECTIONS AND ALL EQUIPMENT CONNECTIONS, WHERE 1. PRE -INSULATED TYPE: DISSIMILAR METALS MEET. FOLLOW ALL APPLICABLE MANUFACTURER'S A. EXPANDING NEOPRENE LINK TYPE, WATERTIGHT SEAL CONSISTING OF RECOMMENDATIONS AT EQUIPMENT CONNECTIONS. DIELECTRIC a. INSULATED PIPES SHALL BE PROTECTED AT POINT OF INTERLOCKING LINKS WITH ZINC PLATED BOLTS. PROTECTION SYSTEMS ARE NOT REQUIRED FOR AIR OR GAS SYSTEMS. SUPPORT BY A 360' INSERT OF HIGH DENSITY, 100 PSI WATERPROOF CALCIUM SILICATE, ENCASED IN A 180' SHEET 1. MAKE: THUNDERLINE "LINK -SEAL" SERIES 200, 300 OR 400, 3.7 HANGER SHIELDS METAL SHIELD. INSULATION INSERT TO BE SAME THICKNESS PYROPAC, CALIPCO. AS ADJOINING PIPE INSULATION AND EXTEND 1 IN. BEYOND A. PROVIDE AT HANGERS FOR REFRIGERANT PIPING. PRE -INSULATED TYPE SHEET METAL SHIELD. INSULATION SHALL BE PROVIDED B. WATERPROOF TYPE: OR FIELD -INSULATED TYPE AT CONTRACTOR'S OPTION. WITH A FACTORY INSTALLED ASJ. 1. EXTERIOR WALLS, BELOW GRADE, ABOVE FLOOR: SYNTHETIC 3.8 SLEEVES 2. FIELD -INSULATED TYPE: RUBBER MATERIAL WITH ZINC PLATED BOLTS. MAKE: "LINK -SEAL" A. PROVIDE FOR PIPES PASSING THROUGH FLOORS, WALLS OR CEILINGS. SERIES 200,300 OR 400, PYROPAC, CALIPCO. 2.10 FIRESTOP SYSTEM FOR OPENINGS THROUGH FIRE RATED WALL FLOOR B. PRE -INSULATED TYPE: REQUIRED FOR REFRIGERANT PIPING. ASSEMBLIES C. STANDARD TYPE: PROVIDE FOR PIPING, EXCEPT AS CALLED FOR. N - M ARCHITECTS,P.C. AnD C1_1flrF1f_:flrU1_D1F ® �HUEI_DflonD S FD'L A H H � Na' LF 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK PUMP HOUSE 512 MAIN STREET WEST YARMOUTH, MA 02673 K 1A J ENC NEE iNG Prlechonfca VElectKcral Engineering Consultants (' r I 0c i R cAcsf a (3�f 3 c y s .i31'ATE '.RF[T i.ITC ,, 5, 8 1,N V ,.etiA �42 .�.CSM �N M SS MI a m NO, 542� H DDA PROJECT #21-008 G Stamp F SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 E D C Drawn C DM Project Manager BAB P.I.C. MFK SHEET TITLE SPECIFICATIONS ATIONS B SHEET NUMBER M003 A 1 1 2 1 3 4 5 6 7 8 9 10 11 1 12 13 14 1 15 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. ■ A L K H G E E ■ C A 1 2 ECTION 233723.16 - LOUVERS PART 1 - GENERAL .1 DESCRIPTION A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED FOR THE COMPLETE INSTALLATION DESIGNED IN CONTRACT DOCUMENTS. .2 SUBMITTALS TO THE ARCHITECT/ENGINEER A. LOUVERS INCLUDING ALL BLADE TYPES, FINISHES, AND ARRANGEMENTS. B. PROVIDE ORIGINAL COLOR CHARTS FOR SELECTION OF FINISH. PART 2 - PRODUCTS .1 LOUVERS A. FACTORY CONSTRUCTED HIGH PERFORMANCE DRAINABLE, FIXED, EXTRUDED ALUMINUM 4 IN. DEEP LOUVERS. B. PROVIDE MULLIONS WHERE BLADE LENGTHS EXCEED 60 IN. C. SILL EXTENSION AND SILL STYLE AS REQUIRED BY JOB CONDITIONS. D. LOUVER TO BE FLANGED OR UN -FLANGED AS REQUIRED FOR THE WALL TYPE IN WHICH IT WILL BE INSTALLED. E. HEADS, SILLS AND JAMBS TO BE ONE PIECE STRUCTURAL MEMBERS OF 6063-T5 ALLOY WITH INTEGRAL CAULKING SLOT AND RETAINING BEADS. F. MULLIONS SHALL BE SLIDING INTERLOCK WITH INTERNAL DRAIN(S). G. BLADES TO BE ONE PIECE EXTRUSIONS WITH GUTTER(S) DESIGNED TO CATCH AND DIRECT WATER TO JAMB AND MULLION DRAINS. H. EXTRUSION THICKNESSES SHALL BE AS FOLLOWS: HEADS, SILLS, JAMBS AND MULLIONS: 0.081". FIXED BLADES: 0.081". I. CLOSED CELL PVC COMPRESSION GASKETS SHALL BE PROVIDED BETWEEN BOTTOM OF THE MULLION OR JAMB AND THE TOP OF THE SILL TO INSURE LEAK TIGHT CONNECTIONS. J. ALL FASTENERS TO BE ALUMINUM OR STAINLESS STEEL. K. ALL LOUVERS TO BE FURNISHED WITH 5/8 IN. FLATTENED EXPANDED MESH, ALUMINUM BIRD SCREEN WITH A .055 IN. THICK EXTRUDED ALUMINUM FRAME. SCREENS AND SCREEN FRAMES TO BE STANDARD MILL FINISH. L. ALL LOUVERS SHALL BE FINISHED WITH POWDER COATING OF A COLOR TO BE SELECTED AT THE TIME OF SUBMITTAL REVIEW. COATING TO BE 1.5 TO 3 MIL. THICK FULL STRENGTH 100% RESIN FLUOROPOLYMER COATING. FINISH TO ADHERE TO A 4H HARDNESS RATING. THE LOUVER MANUFACTURER SHALL SUPPLY AN INDUSTRY STANDARD 20-YEAR LIMITED WARRANTY AGAINST FAILURE OR EXCESSIVE FADING OF THE FLUOROPOLYMER POWDER COAT FINISH. M. DESIGN EQUIPMENT: AMERICAN WARMING AND VENTILATION INC. N. MAKES: CONSTRUCTION SPECIALTIES, INC., AMERICAN WARMING & VENTILATING INC., ARROW UNITED INDUSTRIES, LOUVERS & DAMPERS, INC., RUSKIN, NAILOR. PART 3 - EXECUTION .1 GENERAL A. INSTALL LOUVERS AS PER MANUFACTURER'S RECOMMENDATIONS. .2 LOUVERS A. SIZE CALLED FOR IS APPROXIMATE WALL/OR MASONRY OPENING SIZE. ADJUST SLIGHTLY TO SUIT CONSTRUCTION OR COURSING (REVIEW ARCHITECTURAL DRAWINGS OR FIELD CONDITIONS FOR ROUGH OPENING SIZES.) LOUVERS WILL BE INSTALLED BY GENERAL CONTRACTOR, ASSISTED BY THIS CONTRACTOR. DELIVER IN AMPLE TIME. SLOPE DUCTWORK, AND PLENUM TO LOUVER WEEPHOLE OR PROVIDE DRAIN. END OF SECTION 2 3 4 5 6 78 9 10 11 12 13 14 1 15 SECTION 230593 - TESTING, ADJUSTING AND BALANCING 1.5 GENERAL REQUIREMENTS C. CLEAN FILTERS ARE INSTALLED. a. WHERE SUFFICIENT SPACE IN SUBMAIN AND BRANCH DUCTS PART 1 - GENERAL A. BEFORE CONCEALMENT OF SYSTEMS VISIT THE JOB SITE TO VERIFY AND d. ALL FANS ARE OPERATING, FREE OF VIBRATION, AND IS UNAVAILABLE FOR PITOT-TUBE TRAVERSE MEASUREMENTS, MEASURE AIRFLOW AT TERMINAL 1.1 WORK INCLUDED ADVISE ON TYPE AND LOCATION OF BALANCING DEVICES AND TEST ROTATING IN CORRECT DIRECTION. OUTLETS AND INLETS AND CALCULATE THE TOTAL AIRFLOW POINTS. MAKE CHANGES AS REQUIRED TO BALANCE FACILITIES. FOR THAT ZONE. A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM B. PLACE SYSTEMS IN SATISFACTORY OPERATING CONDITION. e. PERMANENT ELECTRICAL POWER WIRING AND ASD START - UP IS COMPLETE AND ALL SAFETIES ARE VERIFIED. EACH SUBMAIN AND BRANCH DUCT AFTER ALL HAVE OPERATIONS REQUIRED FOR COMPLETE ADJUSTING AND BALANCING 2. RE -MEASURE WORK AS REQUIRED IN CONTRACT DOCUMENTS. 1. ADJUSTING AND BALANCING SHALL BE ACCOMPLISHED AS SOON AS f. AUTOMATIC TEMPERATURE -CONTROL SYSTEMS ARE BEEN ADJUSTED. CONTINUE TO ADJUST SUBMAIN AND BRANCH THE SYSTEMS ARE COMPLETE AND BEFORE OWNER TAKES OPERATIONAL. DUCTS TO INDICATED AIRFLOWS WITHIN SPECIFIED TOLERANCES. B. THIS SECTION SPECIFIES THE REQUIREMENTS AND PROCEDURES OF, POSSESSION. MECHANICAL SYSTEMS TESTING, ADJUSTING, AND BALANCING: g. CEILINGS ARE INSTALLED. C. MEASURE TERMINAL OUTLETS AND INLETS WITHOUT MAKING REQUIREMENTS INCLUDE MEASUREMENT AND ESTABLISHMENT OF THE 2. PRIOR TO BALANCING, ADJUST BALANCING DEVICES FOR FULL ADJUSTMENTS. FLUID QUANTITIES OF THE MECHANICAL SYSTEMS AS REQUIRED TO MEET FLOW; FILL, VENT AND CLEAN HYDRONIC SYSTEMS, REPLACE h. WINDOWS AND DOORS ARE INSTALLED. 1. MEASURE TERMINAL OUTLETS USING A DIRECT -READING HOOD OR DESIGN SPECIFICATIONS, AND RECORDING AND REPORTING THE TEMPORARY FILTERS AND STRAINERS. i. SUITABLE ACCESS TO BALANCING DEVICES AND EQUIPMENT OUTLET MANUFACTURER'S WRITTEN INSTRUCTIONS AND RESULTS. 3. INITIAL ADJUSTMENT AND BALANCING TO QUANTITIES AS CALLED IS PROVIDED. CALCULATING FACTORS. C. TEST, ADJUST, AND BALANCE THE FOLLOWING MECHANICAL SYSTEMS: FOR OR AS DIRECTED BY THE ENGINEER, TO SATISFY JOB j. EQUIPMENT AND DUCT ACCESS DOORS ARE SECURELY D. ADJUST TERMINAL OUTLETS AND INLETS FOR EACH SPACE TO INDICATED 1. SUPPLY AIR SYSTEMS, ALL PRESSURE RANGES; INCLUDING CONDITIONS. CLOSED. AIRFLOWS WITHIN SPECIFIED TOLERANCES OF INDICATED VALUES. MAKE CONSTANT VOLUME SYSTEMS. 4. ALL OUTDOOR CONDITIONS (DB, WB, AND A DESCRIPTION OF THE D. EXAMINE CONSTRUCTION AND NOTIFY OWNER'S REPRESENTATIVE AND ADJUSTMENTS USING VOLUME DAMPERS RATHER THAN EXTRACTORS 2. RETURN AIR SYSTEMS. D WEATHER CONDITIONS) AT THE TIME OF TESTING SHALL BE ENGINEER OF OUTSTANDING ISSUES RELATED TO BALANCING, AS PART AND THE DAMPERS AT AIR TERMINALS. DOCUMENTED THE REPORT. OF "EXAMINATION REPORT" SUBMITTAL. 1. ADJUST EACH OUTLET IN SAME ROOM OR SPACE TO WITHIN 3. EXHAUST AIR SYSTEMS. 5. PROVIDE SHEAVES AND BELTS AS REQUIRED TO MEET SYSTEM 1. EXAMINE CEILING PLENUMS AND UNDERFLOOR AIR PLENUMS USED SPECIFIED TOLERANCES OF INDICATED QUANTITIES WITHOUT GENERATING NOISE LEVELS ABOVE THE LIMITATIONS PRESCRIBED D THIS SECTION DOES NOT INCLUDE: PERFORMANCE REQUIREMENTS FOR ALL BELT -DRIVEN FAN FOR SUPPLY, RETURN, OR RELIEF AIR TO VERIFY THAT THEY ARE BY THE CONTRACT DOCUMENTS. MOTORS 10 HP AND GREATER. ADJUST AND ALIGN SHEAVES TO PROPERLY SEPARATED FROM ADJACENT AREAS. 1. TESTING BOILERS AND PRESSURE VESSELS FOR COMPLIANCE OBTAIN PROPER SETTINGS AND OPERATION. VERIFY MOTORS ARE 2. ADJUST PATTERNS OF ADJUSTABLE OUTLETS FOR PROPER WITH SAFETY CODES; NOT OVERLOADING. 2. EXAMINE HVAC EQUIPMENT AND VERIFY THAT BEARINGS ARE DISTRIBUTION WITHOUT DRAFTS. 2. SPECIFICATIONS FOR MATERIALS FOR PATCHING MECHANICAL 6. INSTALLING CONTRACTOR SHALL REPLACE BALANCING COCKS, GREASED, BELTS ARE ALIGNED AND TIGHT, CLEAN PERMANENT FILTERS ARE INSTALLED, AND CONTROLS ARE READY FOR 3.5 TOLERANCES SYSTEMS; FLOW BALANCERS AND DAMPERS IN NEW SYSTEMS THAT CANNOT OPERATION. BE MANIPULATED TO SATISFY BALANCING REQUIREMENTS. A. SET HVAC SYSTEM'S AIR FLOW RATES AND WATER FLOW RATES WITHIN 3. SPECIFICATIONS FOR MATERIALS AND INSTALLATION OF 3. EXAMINE SYSTEMS FOR INSTALLED BALANCING DEVICES, SUCH AS THE FOLLOWING TOLERANCES: ADJUSTING AND BALANCING DEVICES. IF DEVICES MUST BE ADDED 7. IDENTIFY FLOW BALANCERS, BALANCING COCKS AND DAMPERS IN TEST PORTS, GAGE COCKS, THERMOMETER WELLS, FLOW - TO ACHIEVE PROPER ADJUSTING AND BALANCING, REFER TO THE EXISTING SYSTEMS THAT CANNOT BE MANIPULATED TO SATISFY CONTROL DEVICES, BALANCING VALVES AND FITTINGS, WELD-0- 1. SUPPLY, RETURN, AND EXHAUST FANS: ZERO TO PLUS 10 RESPECTIVE SYSTEM SECTIONS FOR MATERIALS AND BALANCING REQUIREMENTS. LETS, AND. MANUAL VOLUME DAMPERS PRIOR TO PRESSURE PERCENT. INSTALLATION REQUIREMENTS. 8. TRAVERSE MAIN DUCTS TO DETERMINE TOTAL SYSTEM AIR TESTING. NOTE THE LOCATIONS OF DEVICES THAT ARE NOT 2. AIR OUTLETS AND INLETS: PLUS OR MINUS 10 PERCENT. 4. REQUIREMENTS AND PROCEDURES FOR PIPING AND DUCTWORK QUANTITIES AFTER ALL OUTLETS HAVE BEEN SET PRIOR TO FINAL ACCESSIBLE FOR TESTING AND BALANCING. SYSTEMS LEAKAGE TESTS. ADJUSTMENT IF THE SYSTEM DOES NOT MEET DESIGN 3.2 GENERAL PROCEDURES FOR TESTING AND BALANCING 3. MINIMUM OUTSIDE AIR: ZERO TO PLUS 10 PERCENT. 1.2 SUBMITTALS REQUIREMENTS. A SUM OF ROOM CFM'S IS NOT ACCEPTABLE., 3.6 FINAL TEST AND BALANCE REPORT A. PERFORM TESTING AND BALANCING PROCEDURES ON EACH SYSTEM A. PROVIDE INFORMATION 1N REPORT FORM LISTING ITEMS REQUIRED BY 9. IF DUCT CONSTRUCTION AND/OR INSTALLATION PROHIBITS ACCORDING TO THE PROCEDURES CONTAINED IN AABC'S "NATIONAL A. THE REPORT SHALL BE A COMPLETE RECORD OF THE HVAC SYSTEM SPECIFICATIONS. RESULTS SHALL BE GUARANTEED. CONTRACTOR PROPER TRAVERSE READINGS, PROVIDE COIL MEASUREMENTS AT STANDARDS FOR TESTING AND BALANCING HEATING, VENTILATING, AND PERFORMANCE, INCLUDING CONDITIONS OF OPERATION, ITEMS SHALL BE SUBJECT TO RECALL SITE TO VERIFY REPORT INFORMATION OR FRESH AIR INTAKE TRAVERSE W MAIN COILS AND/ I TRA E E WITH UNITS AIR CONDITIONING SYSTEMS" OR NEBB'S "PROCEDURAL STANDARDS FOR OUTSTANDING, AND ANY DEVIATIONS FOUND DURING THE TESTING AND E BEFORE ACCEPTANCE OF THE REPORT BY THE OWNER'S OPERATING IN 100% OUTSIDE AIR MODE (WHERE APPLICABLE). TESTING, ADJUSTING, AND BALANCING OF ENVIRONMENTAL SYSTEMS" OR BALANCING PROCESS. THE FINAL REPORT ALSO PROVIDES A REFERENCE REPRESENTATIVE. 1.6 CONTRACTOR RESPONSIBILITIES TABB'S "SMACNA TAB PROCEDURAL GUIDE" AND THIS SECTION. OF ACTUAL OPERATING CONDITIONS FOR THE OWNER AND/OR OPERATIONS PERSONNEL. ALL MEASUREMENTS AND TEST RESULTS B. STRATEGIES AND PROCEDURES PLAN: WITHIN THIRTY (30) DAYS OF A. PROVIDE TESTING AND BALANCING AGENCY ONE COMPLETE SET OF B. CUT INSULATION, DUCTS, PIPES, AND EQUIPMENT CABINETS FOR THAT APPEAR IN THE REPORTS MUST BE MADE ON SITE AND DATED BY CONTRACTOR'S NOTICE TO PROCEED, SUBMIT TESTING AND BALANCING CONTRACT DOCUMENTS, CHANGE ORDERS, AND APPROVED SUBMITTALS INSTALLATION OF TEST PROBES TO THE MINIMUM EXTENT NECESSARY TO THE TECHNICIANS OR TEST AND BALANCE ENGINEERS. STRATEGIES AND STEP-BY-STEP PROCEDURES AS SPECIFIED IN SECTION IN DIGITAL AND HARD COPY FORMATS. ALLOW ADEQUATE PERFORMANCE OF PROCEDURES. AFTER TESTING 3.1.13, "PREPARATION", AND CONSISTENT WITH THOSE LISTED IN PART 3 OF AND BALANCING, CLOSE PROBE HOLES AND PATCH INSULATION WITH B. THE REPORT MUST BE ORGANIZED BY SYSTEMS AND SHALL INCLUDE THE THIS SPECIFICATION. B. CONTROLS CONTRACTOR SHALL PROVIDE REQUIRED BAS HARDWARE, NEW MATERIALS IDENTICAL TO THOSE REMOVED. RESTORE VAPOR FOLLOWING INFORMATION AS A MINIMUM: SOFTWARE, PERSONNEL AND ASSISTANCE TO TESTING AND BALANCING BARRIER AND FINISH ACCORDING TO INSULATION SPECIFICATIONS FOR C. SYSTEM READINESS CHECKLISTS: WITHIN THIRTY (30) DAYS OF AGENCY AS REQUIRED TO BALANCE THE SYSTEMS. CONTROLS THIS PROJECT. 1. TITLE PAGE: CONTRACTOR'S NOTICE TO PROCEED, AABC AGENCY SHALL PROVIDE CONTRACTOR SHALL ALSO PROVIDE TRENDING REPORT TO a. AABC OR NEBB CERTIFIED COMPANY NAME. SYSTEM READINESS CHECKLISTS AS SPECIFIED IN SECTION 3.1.C, DEMONSTRATE THAT SYSTEMS ARE COMPLETE. C. MARK EQUIPMENT AND BALANCING DEVICE SETTINGS WITH PAINT OR "PREPARATION", TO BE USED AND FILLED OUT BY THE INSTALLING OTHER SUITABLE, PERMANENT IDENTIFICATION MATERIAL, INCLUDING b. COMPANY ADDRESS. CONTRACTORS VERIFYING THAT SYSTEMS ARE READY FOR TESTING AND C. COORDINATE MEETINGS AND ASSISTANCE FROM SUPPLIERS AND DAMPER -CONTROL POSITIONS, VALVE POSITION INDICATORS, FAN -SPEED - BALANCING. CONTRACTORS AS REQUIRED BY TESTING AND BALANCING AGENCY. CONTROL LEVERS, AND SIMILAR CONTROLS AND DEVICES, TO SHOW C. COMPANY TELEPHONE NUMBER. D. EXAMINATION REPORT: PROVIDE A SUMMARY REPORT OF THE D. PROVIDE ADDITIONAL VALVES, DAMPERS, SHEAVES AND BELTS AS FINAL SETTINGS. d. PROJECT IDENTIFICATION NUMBER. EXAMINATION REVIEW REQUIRED IN SECTION 3.1.D TO THE ENGINEER, REQUIRED BY TESTING AND BALANCING AGENCY. D. TAKE AND REPORT TESTING AND BALANCING MEASUREMENTS IN INCH- LOCATION. DOCUMENTING ISSUES THAT MAY PRECLUDE THE PROPER TESTING AND E. FLAG ALL MANUAL VOLUME DAMPERS WITH FLUORESCENT OR OTHER POUND (IP) UNITS. e. BALANCING OF THE SYSTEMS. HIGH -VISIBILITY TAPE. 3.3 GENERAL PROCEDURES FOR BALANCING AIR SYSTEMS f. PROJECT ARCHITECT. E. CERTIFIED REPORT FORMAT SHALL CONSIST OF THE FOLLOWING: F. PROVIDE ACCESS TO ALL DAMPERS, VALVES, TEST PORTS, NAMEPLATES A. PREPARE TEST REPORTS FOR BOTH FANS AND OUTLETS. OBTAIN g. PROJECT ENGINEER. 1. TITLE SHEET WITH JOB NAME, CONTRACTOR, ENGINEER, DATE, AND OTHER APPURTENANCES AS REQUIRED BY TESTING AND BALANCING MANUFACTURER'S OUTLET FACTORS AND RECOMMENDED TESTING h. PROJECT CONTRACTOR. BALANCE CONTRACTOR'S NAME, ADDRESS, TELEPHONE NUMBER AGENCY. PROCEDURES. CROSSCHECK THE SUMMATION OF REQUIRED OUTLET AND CONTACT PERSON'S NAME AND THE BALANCING TECHNICIAN'S G. INSTALLING CONTRACTOR SHALL REPLACE OR REPAIR INSULATION AS VOLUMES WITH REQUIRED FAN VOLUMES. i. PROJECT NUMBER. NAME. REQUIRED BY TESTING AND BALANCING AGENCY. B. PREPARE SCHEMATIC DIAGRAMS OF SYSTEMS' "AS -BUILT" DUCT LAYOUTS. j. DATE OF REPORT. 2. INDIVIDUAL TEST SHEETS FOR AIR HANDLERS, TERMINAL UNITS, AIR H. HAVE THE HVAC SYSTEMS AT COMPLETE OPERATIONAL READINESS FOR C. FOR VARIABLE -AIR -VOLUME SYSTEMS, DEVELOP A PLAN TO SIMULATE k. CERTIFICATION STATEMENT. DISTRIBUTION, EXHAUST FANS; DUCT TRAVERSES, PUMPS, AIR TESTING AND BALANCING TO BEGIN. AS A MINIMUM VERIFY THE DIVERSITY. HANDLING COILS, REHEAT COILS, RADIATION, CONVECTORS, FOLLOWING: I. NAME, SIGNATURE, AND CERTIFICATION NUMBER. CABINET UNIT HEATERS AND UNIT VENTILATORS. D. DETERMINE THE BEST LOCATIONS IN MAIN AND BRANCH DUCTS FOR 1. AIRSIDE: ACCURATE DUCT AIRFLOW MEASUREMENTS. 2. TABLE OF CONTENTS. 3. MANUFACTURER'S PUMP AND FAN CURVES FOR EQUIPMENT INSTALLED WITH DESIGN AND ACTUAL OPERATING CONDITIONS a. ALL DUCTWORK IS COMPLETE WITH ALL TERMINALS E. CHECK AIRFLOW PATTERNS FROM THE OUTSIDE -AIR LOUVERS AND 3. NATIONAL PERFORMANCE GUARANTY. INDICATED. INSTALLED. DAMPERS AND THE RETURN AND EXHAUST -AIR DAMPERS, THROUGH THE 4. REPORT SUMMARY: SUPPLY -FAN DISCHARGE AND MIXING DAMPERS. 4. TAB REPORT FORMS: USE STANDARD FORMS FROM AABC'S b. ALL VOLUME, SMOKE AND FIRE DAMPERS ARE OPEN AND a. THE SUMMARY SHALL INCLUDE A LIST OF ITEMS THAT DO "NATIONAL STANDARDS FOR TESTING AND BALANCING HEATING, FUNCTIONAL. F. LOCATE START -STOP AND DISCONNECT SWITCHES, ELECTRICAL NOT MEET DESIGN TOLERANCES, WITH INFORMATION THAT VENTILATING, AND AIR CONDITIONING SYSTEMS" OR NEBB'S CLEAN FILTERS ARE INSTALLED. INTERLOCKS, AND MOTOR STARTERS. MAY BE CONSIDERED IN RESOLVING DEFICIENCIES. PROCEDURAL STANDARDS FOR TESTING, ADJUSTING, AND C. BALANCING OF ENVIRONMENTAL SYSTEMS" OR TABB'S "TESTING, d. ALL FANS ARE OPERATING, FREE OF VIBRATION, AND G. VERIFY THAT MOTOR STARTERS ARE EQUIPPED WITH PROPERLY SIZED 5. INSTRUMENT LIST: ADJUSTING AND BALANCING BUREAU". ROTATING IN CORRECT DIRECTION. THERMAL PROTECTION. TYPE 1.3 DEFINITIONS e. ASD START-UP IS COMPLETE AND ALL SAFETIES ARE H. CHECK DAMPERS FOR PROPER POSITION TO ACHIEVE DESIRED AIRFLOW a. b. MANUFACTURER A. SYSTEM TESTING, ADJUSTING AND BALANCING IS THE PROCESS OF VERIFIED. PATH. C. MODEL - d. SERIAL NUMBER CHECKING AND ADJUSTING ALL THE BUILDING ENVIRONMENTAL SYSTEMS f. SYSTEM READINESS CHECKLISTS ARE COMPLETED AND I. CHECK FOR AIRFLOW BLOCKAGES. e. CALIBRATION DATE TO PRODUCE THE DESIGN OBJECTIVES. IT INCLUDES: RETURNED TO TESTING AND BALANCING AGENCY. J. CHECK CONDENSATE DRAINS FOR PROPER CONNECTIONS AND C. REQUIRED AIR SIDE DATA -TEST, ADJUST AND RECORD THE FOLLOWING.: 1. THE BALANCE OF AIR AND WATER DISTRIBUTION; 1. PROMPTLY CORRECT DEFICIENCIES IDENTIFIED DURING TESTING AND FUNCTION. 2. ADJUSTMENT OF TOTAL SYSTEM TO PROVIDE DESIGN QUANTITIES; BALANCING. K. CHECK FOR PROPER SEALING OF AIR -HANDLING UNIT COMPONENTS, 1. MOTORS: 3. ELECTRICAL MEASUREMENT; J. MAINTAIN A CONSTRUCTION SCHEDULE THAT ALLOWS THE TESTING AND L. CHECK FOR PROPER SEALING OF AIR DUCT SYSTEM. a. RPM b. BHP BALANCING AGENCY TO COMPLETE WORK PRIOR TO OCCUPANCY. 3.4 PROCEDURES FOR CONSTANT -VOLUME AIR SYSTEMS C. FULL LOAD AMPS 4. VERIFICATION OF PERFORMANCE OF ALL EQUIPMENT AND PART 2 - PRODUCTS d. SHEAVE SIZES, NUMBER AND SIZE OF BELTS AUTOMATIC CONTROLS. A. ADJUST FANS TO DELIVER TOTAL INDICATED AIRFLOWS WITHIN THE e. SHAFT DIAMETER B. TEST:. TO DETERMINE QUANTITATIVE PERFORMANCE OF EQUIPMENT. 2.1 GENERAL REQUIREMENTS MAXIMUM ALLOWABLE FAN SPEED LISTED BY FAN MANUFACTURER. f. COMPLETE NAMEPLATE DATA C. ADJUST: TO REGULATE THE SPECIFIED FLUID FLOW RATE AND AIR A. PROVIDE TOOLS, LADDERS, RECORDING METERS, GAUGES, 1. MEASURE FAN STATIC PRESSURES TO DETERMINE ACTUAL STATIC 2. FANS: PATTERNS AT THE TERMINAL EQUIPMENT (E.G., REDUCE FAN SPEED, THERMOMETERS, VELOMETERS, ANEMOMETERS, PITOT TUBES, INCLINED PRESSURE AS FOLLOWS: THROTTLING). ) GAUGE MANOMETERS, MAGNEHELIC GAUGES, AMPROBES, VOLTMETERS, a. MEASURE OUTLET STATIC PRESSURE AS FAR DOWNSTREAM a. CFM b. RPM D. BALANCE: TO PROPORTION FLOWS WITHIN THE DISTRIBUTION SYSTEM PSYCHROMETERS AND TACHOMETERS REQUIRED. FROM THE FAN AS PRACTICABLE AND UPSTREAM FROM C. SUCTION STATIC PRESSURE (SUBMAINS, BRANCHES, AND TERMINALS) ACCORDING TO SPECIFIED B. INSTRUMENTATION CALIBRATION: CALIBRATE INSTRUMENTS AT LEAST RESTRICTIONS IN DUCTS SUCH AS ELBOWS AND d. DISCHARGE STATIC PRESSURE DESIGN QUANTITIES. EVERY SIX (6) MONTHS OR MORE FREQUENTLY IF REQUIRED BY TRANSITIONS. e. SHEAVE SIZES, NUMBER AND SIZE OF BELTS, KEY SIZES, E. PROCEDURE: STANDARDIZED APPROACH AND EXECUTION OF SEQUENCE INSTRUMENT MANUFACTURER. b. MEASURE STATIC PRESSURE DIRECTLY AT THE FAN OUTLET SHAFT, DIAMETER f. COMPLETE NAMEPLATE DATA OF WORK OPERATIONS TO YIELD REPRODUCIBLE RESULTS. 1. KEEP AN UPDATED RECORD OF INSTRUMENT CALIBRATION THAT OR THROUGH THE FLEXIBLE CONNECTION. g. SKETCH OF SYSTEM'S INLET AND OUTLET CONNECTIONS F. REPORT FORMS: TEST DATA SHEETS ARRANGED FOR COLLECTING TEST INDICATES DATE OF CALIBRATION AND THE NAME OF PARTY PERFORMING INSTRUMENT CALIBRATION. C. MEASURE INLET STATIC PRESSURE OF SINGLE -INLET DUCT h. LOCATION OF TEST PORT DATA IN LOGICAL ORDER FOR SUBMISSION AND REVIEW. THIS DATA AS NEAR THE FAN AS POSSIBLE, UPSTREAM FROM FLEXIBLE 3. DUCT: TRAVERSE ZONES: SHOULD ALSO FORM THE PERMANENT RECORD TO BE USED AS THE BASIS PART 3 - EXECUTION CONNECTION AND DOWNSTREAM FROM DUCT FOR REQUIRED FUTURE TESTING, ADJUSTING, AND BALANCING. 3 PREPARATION RESTRICTIONS . a. CFM G. .1 TERMINAL: THE POINT WHERE THE CONTROLLED FLUID ENTERS OR A. EXAMINE BID DOCUMENTS AND SUBMITTALS AND NOTIFY OWNER'S d. MEASURE INLET STATIC PRESSURE OF DOUBLE -INLET FANS THROUGH THE WALL OF THE PLENUM THAT HOUSES THE b.STATIC PRESSURE LEAVES THE DISTRIBUTION SYSTEM. THERE ARE SUPPLY INLETS ON REPRESENTATIVE AND ENGINEER OF ANY QUESTIONS REGARDING FAN. 4. AHU - [FAN COIL UNITS, HEAT PUMPS, UNIT VENTILATORS] (IN BOTH WATER TERMINALS, SUPPLY OUTLETS ON AIR TERMINALS, RETURN BALANCING. MINIMUM O.A. AND ECONOMIZER MODES): OUTLETS ON WATER TERMINALS, AND EXHAUST OR RETURN SUPPLY OR 2. MEASURE STATIC PRESSURE ACROSS EACH COMPONENT THAT a. MINIMUM OUTDOOR AIR CFM OUTSIDE AIR INLETS OR OUTLETS ON TERMINALS SUCH AS REGISTERS, 1. EXAMINE THE CONTRACT DOCUMENTS TO BECOME FAMILIAR WITH MAKES UP AN AIR -HANDLING UNIT, ROOFTOP UNIT, AND OTHER AIR- b. TOTAL DISCHARGE AND RETURN CFM GRILLES, DIFFUSERS, AND LOUVERS. PROJECT REQUIREMENTS AND TO DISCOVER CONDITIONS IN HANDLING AND TREATING EQUIPMENT. C. STATIC PROFILE THRU UNIT H. MAIN; DUCT OR PIPE CONTAINING THE SYSTEM'S MAJOR OR ENTIRE FLUID SYSTEMS' DESIGNS THAT MAY PRECLUDE PROPER TESTING ANDBALANCING OF SYSTEMS AND EQUIPMENT. 3. MEASURE STATIC PRESSURES ENTERING AND LEAVING OTHER d. COMPLETE NAMEPLATE DATA FLOW. DEVICES SUCH AS SOUND TRAPS, HEAT RECOVERY EQUIPMENT, 5. COIL: I. SUBMAIN: DUCT OR PIPE CONTAINING PART OF THE SYSTEMS' CAPACITY 2. EXAMINE THE APPROVED SUBMITTALS FOR HVAC SYSTEMS AND EQUIPMENT. AND AIR WASHERS, UNDER FINAL BALANCED CONDITIONS. AND SERVING TWO OR MORE BRANCH MAINS. 4. COMPARE DESIGN DATA WITH INSTALLED CONDITIONS TO a. ENTERING AIR TEMPERATURE (DBNVB) b. LEAVING AIR TEMPERATURE (DBNVB) J. BRANCH MAIN: DUCT OR PIPE SERVING TWO OR MORE TERMINALS. 3. EXAMINE EQUIPMENT PERFORMANCE DATA INCLUDING FAN AND PUMP CURVES. DETERMINE VARIATIONS IN DESIGN STATIC PRESSURES VERSUS C. STATIC DIFFERENTIAL ACTUAL STATIC PRESSURES. COMPARE ACTUAL SYSTEM EFFECT d. FACE VELOCITY AND AREA K. BRANCH: DUCT OR PIPE SERVING A SINGLE TERMINAL. B. PREPARE A TESTING AND BALANCING STRATEGIES AND PROCEDURES FACTORS TO IDENTIFY WHERE VARIATIONS OCCUR. RECOMMEND e. CFM PLAN THAT INCLUDES: CORRECTIVE ACTION TO ALIGN DESIGN AND ACTUAL CONDITIONS. f. COMPLETE NAMEPLATE DATA 1.4 QUALIFICATIONS A. FOLLOW PROCEDURES AND METHODS PUBLISHED BY ONE OR MORE OF 1. EQUIPMENT AND SYSTEMS TO BE TESTED. 5. OBTAIN APPROVAL FROM ENGINEER FOR ADJUSTMENT OF FAN SPEED HIGHER OR LOWER THAN INDICATED SPEED. MAKE 6. REGISTERS/GRILLES/DIFFUSERS: THE FOLLOWING: 2. STRATEGIES AND STEP-BY-STEP PROCEDURES FOR BALANCING REQUIRED ADJUSTMENTS TO SHEAVES SIZES, MOTOR SIZES, AND a. CFM 1. ASSOCIATED AIR BALANCE COUNCIL (AABC) OR NATIONAL THE SYSTEMS. ELECTRICAL CONNECTIONS TO ACCOMMODATE FAN -SPEED b. SET, ADJUST AND RECORD AIR FLOW PATTERN ENVIRONMENTAL BALANCING BUREAU (NEBB) OR TESTING, 3. INSTRUMENTATION TO BE USED. CHANGES. D. THE FINAL TEST AND BALANCE REPORT SHALL BE PROVIDED AS A FORMAL ADJUSTING AND BALANCING BUREAU (TABB). 6. DO NOT MAKE FAN -SPEED ADJUSTMENTS THAT RESULT IN MOTOR PROJECT SUBMITTAL FOR REVIEW BY THE ENGINEER OF RECORD. 2. INDIVIDUAL MANUFACTURER REQUIREMENTS AND 4. SAMPLE FORMS WITH SPECIFIC IDENTIFICATION FOR ALL EQUIPMENT. OVERLOAD. CONSULT EQUIPMENT MANUFACTURERS ABOUT FAN- END OF SECTION RECOMMENDATIONS. SPEED SAFETY FACTORS. MODULATE DAMPERS AND MEASURE C. PREPARE SYSTEM -READINESS CHECKLISTS, AS DESCRIBED IN THE AABC FAN -MOTOR AMPERAGE TO ENSURE THAT NO OVERLOAD WILL B. MAINTAIN QUALIFIED PERSONNEL AT PROJECT FOR SYSTEM OPERATION NATIONAL STANDARDS FOR TOTAL SYSTEM BALANCE AND SMACNA TAB OCCUR. MEASURE AMPERAGE IN FULL COOLING, FULL HEATING, AND TROUBLE SHOOTING. TAB CONTRACTOR SHALL CHANGE SHEAVES PROCEDURAL GUIDE, FOR USE BY CONTRACTORS IN VERIFYING SYSTEM ECONOMIZER, AND ANY OTHER OPERATING MODES TO DETERMINE AND PERFORM MECHANICAL ADJUSTMENTS IN CONJUNCTION WITH READINESS FOR TESTING AND BALANCING. THESE SHALL INCLUDE, AT A THE MAXIMUM REQUIRED BRAKE HORSEPOWER. BALANCING PROCEDURE. MINIMUM: B. ADJUST VOLUME DAMPERS FOR MAIN DUCT, SUBMAIN DUCTS, AND MAJOR C. BALANCING CONTRACTOR SHALL BE CURRENT MEMBER OF AABC, NEBB, 1. AIRSIDE: BRANCH DUCTS TO INDICATED AIRFLOWS WITHIN SPECIFIED OR TABB. TOLERANCES. a. ALL DUCTWORK IS COMPLETE WITH ALL TERMINALS D. INSTRUMENTATION TYPE, QUANTITY, ACCURACY, AND CALIBRATION: AS INSTALLED. 1. MEASURE STATIC PRESSURE AT A POINT DOWNSTREAM FROM THE DESCRIBED IN THE AABC NATIONAL STANDARDS FOR TOTAL SYSTEM BALANCING DAMPER AND ADJUST VOLUME DAMPERS UNTIL THE BALANCE AND SMACNA TAB PROCEDURAL GUIDE. b. ALL VOLUME, SMOKE AND FIRE DAMPERS ARE OPEN AND PROPER STATIC PRESSURE IS ACHIEVED. FUNCTIONAL. 4 5 6 7 8 9 10 11 12 13 14 15 ■ ■ M ■ p Q -- p� C� 307 Washington Avenue L Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK PUMP HOUSE K 512 MAIN STREET WEST YARMOUTH, MA 02673 J ENGINE R NG Mechot-, ica WElectrical Engineering Consultants L»h+tal oratdct I Rcchelt B,; mf i EyracvsE a3ISTATE STREFT. SUITE 6CtJLJ ....vi, W. 7:.i�4 -wrN.. .Pt yit�ee' gun'n DDA PROJECT #21-008 Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 d E ID IC Drawn Project Manager j P.I.C. C DM BAB MEK SHEET TITLE B SPECIFICATIONS SHEET NUMBER M004 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. IA a 2 3 4 5 6 7 8 9 ! 10 12 13 14 15 N L K H G F E D G B A FIXTURE AND EQUIPMENT CONNECTION SCHEDULE DESIGNATION DESCRIPTION COLD WATER HOT WATER WASTE OR SANITARY VENT REMARKS ESS EMER. SHWR SYS. 1/2" 1/2" HAWS 8336 FD-B FLOOR DRAIN 4" 2" JR SMITH 2110-ARI RPZ-1 DOM BACKFLOW­--F 2 1 WATTS LF-909 HEATER SCHEDULE NO. rETH-01ATER SERVICE TYPE KW INPUT GALLONS/ HOUR TEMP RISE DEG F STORAGE GAL. ELECTRIC DESIGN MAKE EEW. TANKLESS 126 20 43 0 480/3/60 HAWS 9326 PUMP SCHEDULE NO. LOCATION SERVICE GPM HEAD FT WATER MOTOR TYPE DESIGN MAKE HP VOLTAGE PHASE RPM SP-01 PUMP RM WASTE 300 15 3 460 3 1750 SIMPLEX ZOELLER 641-0010 PLUMBING GENERAL NOTES: A. THESE NOTES ARE APPLICABLE TO THE FULL SET OF CONTRACT DOCUMENTS. B. EXISTING CONDITIONS ARE TAKEN FROM FIELD OBSERVATIONS AND PRIOR CONSTRUCTION DOCUMENTS WHEN AVAILABLE. THE LOCATIONS SHOWN MUST BE CONSIDERED APPROXIMATE. OTHER SUCH WORK MAY EXIST, HOWEVER, LOCATION AND SIZE ARE NOT PRESENTLY KNOWN. IT IS STRONGLY ENCOURAGED TO VISIT SITE PRIOR TO BID TO REVIEW EXISTING CONDITIONS AND CONFIRM SCOPE OF WORK. C. WHEN EXISTING CONSTRUCTION IS DAMAGED DURING WORK BY THIS CONTRACTOR, REPAIR AND/OR REPLACE WITH SIMILAR MATERIALS AS MUCH AS POSSIBLE, SUBJECT TO ARCHITECTS APPROVAL. D. DISPOSE OF ALL DEMOLITION AND/OR OTHER WASTE MATERIALS CAUSED BY WORK OF THIS CONTRACTOR. LEGALLY DISPOSE ALL MATERIALS TO A LOCATION OFF SITE. E. COORDINATE AND SCHEDULE WORK AND SHUTDOWNS WITH THE OWNER AND OTHER TRADES PRIOR TO DEMOLITION. F. ALL EXISTING PIPING TO REMAIN SHALL BE RECONNECTED TO ACTIVE SERVICE PIPING. G. ALL PIPING TO BE REMOVED SHALL BE REMOVED BACK TO ACTIVE PIPING AND CAPPED. VALVE AND CAP ALL WATER PIPING. REMOVE ALL INACTIVE PIPING UNLESS NOTED. H. ALL PIPING TO BE REMOVED AND LOCATED WITHIN A WALL TO REMAIN MAY BE ABANDONED IN PLACE UNLESS NOTED. REMOVE PIPING BACK TO BEHIND THE FINISHED WALL SURFACE AND CAP. I. PATCH HOLES IN EXISTING CONSTRUCTION LEFT BY THE REMOVAL OF PIPING OR EQUIPMENT WITH MATERIALS TO MATCH EXISTING CONSTRUCTION. MAINTAIN FIRE/SMOKE RATING. J. DEMOLITION SHALL INCLUDE, BUT NOT BE LIMITED TO: PIPING, VALVES, FIXTURES, EQUIPMENT, HANGERS, SUPPORTS, AND INSULATION EXCEPT ASBESTOS, K. REMOVE EXISTING CONSTRUCTION IN THE WAY OF NEW WORK. PROTECT BUILDING AND FURNISHINGS FROM DAMAGE. L. WHERE NEW WORK IS TO BE INSTALLED ABOVE AN EXISTING CEILING, PROVIDE FOR THE REMOVAL OF THE CEILING. UPON COMPLETION OF WORK, REPAIR ALL DAMAGED CEILING SURFACES, REPLACE ALL DAMAGED TILES. M. SLEEVE AND SEAL ALL WALL AND FLOOR PENETRATIONS. PROVIDE FIRESTOPPING FOR ALL PENETRATIONS. N. MAINTAIN SERVICE CLEARANCES OF ALL EQUIPMENT. ADVISE OTHER TRADES OF THE REQUIRED SERVICE CLEARANCES. 0. PROVIDE FOR THE DRAINING AND REFILLING OF PIPING SYSTEMS, INCLUDING AIR REMOVAL, RESETTING OF FLUSH VALVES, FLUSHING SYSTEMS OF DIRT AND SCALE CAUSED BY SHUTDOWNS AND STARTUPS. P. REFER TO EQUIPMENT/ FIXTURE SCHEDULE FOR FINAL CONNECTION SIZES. Q. PROVIDE CLEANOUTS AT THE BASE OF ALL STORM, SANITARY AND WASTE STACKS. R. PITCH 4" AND LARGER SANITARY AND WASTE PIPING AT 1/8" PER FOOT UNLESS OTHERWISE NOTED. FOR SANITARY AND WASTE PIPING 3" AND SMALLER PITCH AT 1/4" PER FOOT UNLESS OTHERWISE NOTED. S. COORDINATE LOCATION AND ELEVATION OF STORM AND SANITARY LATERALS AND WATER SERVICE WITH THE SITE CONTRACTOR. NO ALLOWANCE WILL BE MADE FOR ADDITIONAL COSTS DUE TO THE CONTRACTORS FAILURE TO COORDINATE TERMINATION POINTS. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR THE FINAL CONNECTION TO THE SITE UTILITIES. T. MINIMUM SIZE OF WASTE PIPING BELOW SLAB SHALL BE 3" EXCEPT PIPING SERVING FLOOR DRAINS SHALL BE 4". MINIMUM SIZE OF VENT PIPING BELOW SLAB SHALL BE 2". U. PITCH 4" AND LARGER STORM PIPING AT 1/4" PER FOOT UNLESS NOTED OTHERWISE. PLUMBING SYMBOL LIST SYMBOL DESCRIPTION - -- - - -- WORK TO BE REMOVED e POINT OF CONNECTION e POINT OF DISCONNECTION NTS NOT TO SCALE (E) EXISTING (ETR) EXISTING TO REMAIN AFF ABOVE FINISHED FLOOR BFF BELOW FINISHED FLOOR VTR VENT THRU ROOF GC GENERAL CONTRACTOR MC MECHANICAL CONTRACTOR PC PLUMBING CONTRACTOR EC ELECTRICAL CONTRACTOR (E) EXISTING PIPING NEW PIPING LOCATED ABOVE FLOOR/SLAB NEW PIPING LOCATED BELOW FLOOR/SLAB • COLD WATER PIPING (CW) • • HOT WATER PIPING (HW) • • • HOT WATER RECIRCULATING PIPING HWR) 140 • • 140' HOT WATER PIPING (HW) 140 • • • 140° HOT WATER RECIRCULATING PIPING (HWR) TW TEMPERED HOT WATER PIPING (TW) TWR TEMPERED HOT WATER RETURN PIPING (TWR) W WATER SERVICE - EXTERIOR DI DEIONIZED WATER PIPING (DI) DIR DEIONIZED WATER RETURN PIPING (DIR) RO REVERSE OSMOSIS WATER PIPING (RO) ROR REVERSE OSMOSIS WATER RETURN PIPING (ROR) SAN SANITARY SEWER PIPING GW GREASE WASTE PIPING (GW) AW ACID WASTE PIPING (AW) IW INDIRECT WASTE PIPING (IW) - -V- - VENT PIPING (V) - -AV- - ACID VENT PIPING (AV) ST STORM WATER SEWER PIPING (ST) ST(S) SECONDARY STORM WATER SEWER PIPING (ST(S) G NATURAL GAS PIPING (G) LPG LP GAS PIPING (LPG) CA COMPRESSED AIR PIPING (CA) FOS FUEL OIL SUCTION PIPING (FOS) FOR FUEL OIL RETURN PIPING (FOR) FOV FUEL OIL VENT PIPING (FOV) 02 OXYGEN PIPING (02) VAC VACUUM PIPING (VAC) MV MEDICAL VACUUM PIPING (MV) WAGD - WASTE ANESTHESIA GAS DISPOSAL PIPING (WAGD) MA MEDICAL AIR PIPING (MA) N20 NITROUS OXIDE PIPING (NO2) N NITROGEN PIPING (N) CO2 CARBON DIOXIDE PIPING (CO2) VE VACUUM EXHAUST (VE) ELBOW DOWN 45°OFFSET o ELBOW UP G BOTTOM/TEE CONNECTION TOP TEE CONNECTION �o "P" TRAP PIPE CONTINUATION CAP OR PLUG DECK PLATE CLEANOUT (DPCO) C I WALL PLATE CLEANOUT (WPCO) -II CLEANOUT (CO) ® FLOOR DRAIN (FD) / FLOOR SINK (FS) (o ROOF DRAIN C4+-- WALL HYDRANT (WH) / HOSE BIBB (HB) STRAINER WATER METER CATCH BASIN 0 MANHOLE i SHUT OFF VALVE BALANCING VALVE --� CHECK VALVE SOLENOID VALVE - PRESSURE REDUCING VALVE Al- RELIEF VALVE $ SHUT-OFF SWITCH PIPE ANCHOR = PIPE GUIDE UNION 44 BACKFLOW PREVENTER (BFP) ►i SHOWER HEAD - 0 SHOCK ABSORBER (SA) 10i RECIRCULATION PUMP -o THERMOMETER i OO PRESSURE GAUGE TRAP PRIMER (TP) © NATURAL GAS OUTLET ❑S VACUUM SLIDE No NITROUS OXIDE OUTLET ❑N NITROGEN OUTLET ❑o OXYGEN OUTLET MEDICAL AIR OUTLET VACUUM OUTLET WAGD ANESTHESIA GAS EXHAUST OUTLET O DRAWING KEYNOTE DEMOLITION/REMOVAL KEYNOTE O KITCHEN EQUIPMENT CALLOUT 4) PIPE RISER CALLOUT ARCHITECT5,P.. MD rn-) ECUUFDI F HUE TDI � 0 TDIS FrD'L AN H � H." 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK PUMP HOUSE 512 MAIN STREET WEST YARMOUTH, MA 02673 ENGINEER;NC MechamcallElecuicai Engineering Consultants CnF.itril O'�svirt Rcchesee. ; 5nf'91p I Syracuse 433;iT:ATC STREET, SUrF 41 8. SS?, 2171 :C} F 3-.-IA:iti; h' t`::A)S seryir ,q.carn MI G S M NEER co o NO. 3G Gl ST �- FSSIONA�- DDA PROJECT #21-008 Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01 /22 Drawn MJC Project Manager BAE P.I.C. MI,S SHEET TITLE NOTES, SCHEDULES, LEGEND SHEET NUMBER POOO N L K J H 0 E D G B A 1 2 3 4 5 1 6 7 a 9 10 11 12 13 14 15 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. 1 2 3 4 5 6 7 8 9 10 1 1 12 13 14 15 PART 1 - GENERAL 1.1 WORK INCLUDED N A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM OPERATIONS REQUIRED FOR THE COMPLETE INSTALLATION AND RELATED WORK AS REQUIRED IN CONTRACT DOCUMENT. 1.2 SUBMITTALS A. SUBMIT MANUFACTURER'S DATA IN ACCORDANCE WITH BASIC MECHANICAL AND ELECTRICAL REQUIREMENTS. OBTAIN APPROVAL PRIOR TO ORDERING MATERIAL. B. PROVIDE SUBMITTALS FOR ALL ITEMS SPECIFIED UNDER PART 2 OF THIS 3.2 SECTION. M PART 2-PRODUCTS .1 VALVES - GENERAL A. VALVES SHALL HAVE FOLLOWING REQUIREMENTS: 1. WORKING PRESSURE STAMPED OR CAST ON BODIES. 2. STEM PACKING SERVICEABLE WITHOUT REMOVING VALVE FROM EN LINE. 3. ALL ITEMS HERE -IN USED TO CONVEY WATER FOR POTABLE USE SHALL BE LEAD FREE IN ACCORDANCE WITH NSF STANDARD, L STANDARD 61, SECTION 9 - STANDARD FOR DRINKING WATER AND LAVATORY FAUCETS AND NSF STANDARD 372 - MAXIMUM LEAD REQUIREMENTS. COMPLIANCE SHALL BE VIA THIRD PARTY TESTING AND CERTIFICATION. B. ACCEPTABLE MANUFACTURERS: 1. BALANCE VALVES: ARMSTRONG, BELL & GOSSETT, RED WHITE, TACO, TOUR AND ANDERSON. 2. BALL VALVES: APOLLO, HAMMOND, MILWAUKEE, NIBCO, RED WHITE, WATTS. K 3. BUTTERFLY VALVES: BRAY, JAMESBURY, KEYSTONE, MILWAUKEE, RED WHITE, WATTS. 4. GATE AND CHECK VALVES: HAMMOND, MILWAUKEE, NIBCO, RED WHITE, STOCKHAM, WATTS. 5. SOLENOID VALVES (WATER): ASCO 6. TO ESTABLISH A STANDARD OF QUALITY AND IDENTIFY FEATURES, CERTAIN MANUFACTURER'S NUMBERS ARE GIVEN IN THE FOLLOWING PARAGRAPHS. J .2 DOMESTIC WATER VALVES A. GATE VALVES: 1. 4 IN. AND LARGER, HOT WATER SERVICE: IBBM, SOLID WEDGE DISC, OS&Y, FLANGED ENDS, 125 SWP; MILWAUKEE F-2885. 2. 4 IN. AND LARGER, COLD WATER SERVICE: EPDXY COATED, RESILIENT WEDGE, OS&Y, FLANGED ENDS, 175 WWP, UUFM; WATTS 408 RW. 3. 3 IN. AND SMALLER: BRONZE, SOLID WEDGE DISC, RISING STEM, 125 SWP; MILWAUKEE 1152 (THREADED ENDS, UNION BONNET) OR H MILWAUKEE 149 (SWEAT ENDS, THREADED BONNET.) B. CHECK VALVES: 1. 3 IN. AND LARGER: IBBM, RENEWABLE SEAT AND DISC, BOLTED FLANGE CAP, FLANGED ENDS, 125 SWP; MILWAUKEE F-2974. 2. 2 IN. AND SMALLER: LEAD-FREE SWING CHECK WITH SILICONE BRONZE BODY, BONNET AND TRIM, PTFE DISC SEAT AND STAINLESS STEEL SEAT DISC WASHER, 200 PSI WORKING PRESSURE, NIBCO T-413-Y-LF (THREADED) OR NIBCO'S S-413-Y-LF (SOLDER). 3. SILENT TYPE: LEAD-FREE SPRING CHECK WITH SILICONE BRONZE G BODY, STAINLESS STEEL TRIM AND PTFE DISC: 250 PSI WORKING PRESSURE; NIBCO T-480-4-LF (THREADED) OR NIBCO S-480-Y-LF (SOLDER). C. BALL VALVES: 1. 2-1/2 IN. AND LARGER: LEAD-FREE, FORGED COPPER SILICON 2- PIECE BODY, CHROME PLATED BRASS BALL, FULL PORT, TEFLON SEATS AND STEM PACKING, SEPARATE PACKING AND HANDLE NUT, BLOWOUT PROOF STEM EXTENDED FOR INSULATION, VINYL INSULATOR FOR HANDLE, 600 WOG, 125 WSP; WATTS LF-FBV-3C SERIES (THREADED ENDS) OR WATTS LF-FBVS-3C SERIES (SWEAT E ENDS). 2. 2 IN. AND SMALLER: AMERICAN-MADE, LEAD-FREE, BRONZE 2-PIECE BODY, CHROME -PLATED LEAD-FREE BRASS BALL, LEAD-FREE BRASS STEM, FULL PORT, TEFLON SEATS AND STEM PACKING, SEPARATE PACKING AND HANDLE NUT, BLOW OUT PROOF STEM EXTENDED FOR INSULATION, VINYL INSULATOR FOR HANDLE, 600 WOG, 150 SWP: WATTS #LFB-6080G2 (THREADED ENDS) OR WATTS #LFB-6081G2 (SWEAT ENDS). 3. 4 IN. AND SMALLER: TRUE UNION STYLE, CPVC BODY AND BALL, 150 PSI, EPDM O-RING SEALS, CONSTRUCTED FOR END ENTRANCE WITH SOCKET, FLANGED OR THREADED ENDS, FULL PORT DESIGN, E CONFORMING TO AND LISTED BY NSF 14 FOR POTABLE WATER. D. BUTTERFLY VALVES: 1. 2-1/2 IN. AND LARGER: CAST OR DUCTILE IRON BODY, 175 WWP, LUG TYPE, BRONZE DISC, 174 STAINLESS STEEL STEM, REPLACEABLE EPDM SEAT FOR WATER TEMPERATURES UP TO 250° F AT 140 PSI, BUBBLETIGHT SHUTOFF, SUITABLE FOR DEAD END SERVICE, BUNA-N O-RING STEM SEALS, LEVER OPERATOR UP TO 6 IN. SIZE, GEAR OPERATOR FOR 8 IN. AND LARGER, CAPABLE OF BI- DIRECTIONAL FLOW, EXTENDED NECK TO ACCOMMODATE 2 IN. OF PIPE INSULATION; MILWAUKEE "C" SERIES. 0 2. 2-1/2 IN. AND LARGER: CPVC BODY, 150 PSI, WAFER TYPE, 416 STAINLESS STEEL STEM, EPDM SEAT MATERIAL, CPVC DISC, TFE BEARINGS, FLANGED ENDS, LEVER OPERATORS, CONFORMING TO AND LISTED BY NSF 14 FOR POTABLE WATER. E. HOSE THREAD DRAIN VALVES: 1. BALL VALVE, BRONZE BODY, HARDENED CHROME BALL WITH HOSE THREAD END, CAP AND CHAIN; WATTS #LFFBV/FBVS-3C-CC. F. CHECK VALVES: G 1. 2-1/2 IN. AND LARGER: CAST IRON BODY, WAFER STYLE, ALUMINUM - BRONZE DISC PLATES, STAINLESS STEEL HINGE PIN AND SPRING,: STAINLESS STEEL BOLTS AND FASTENERS, BUNA-N SEAT FOR WATER TEMPERATURES UP TO 150°F AT 200 PSI: WATTS #ICV-125 OR APPROVED EQUAL. G. SLOW CLOSE SOLENOID VALVE (WATER): 1. ASCO MODEL NO. 8221 G01 3AC1 20/60D, 120 VOLT, BRASS BODY, 2- WAY 2/2, NORMALLY CLOSED, NPT 2'% PART 3 - EXECUTION m AI 3.1 INSTALLATION A. PROVIDE ALL SHUTOFF, CHECK, BALANCING AND OTHER TYPE VALVES AS INDICATED, AS REQUIRED BY CODE AND AS REQUIRED FOR PROPER SYSTEM MAINTENANCE, ISOLATION AND SAFETY. PROVIDE AT MAJOR BUILDING AND SYSTEMS SECTIONS. PROVIDE SHUTOFF VALVES ON ALL BRANCH LINES SERVING TWO FIXTURES OR MORE, AT ALL EQUIPMENT, FIXTURES, BEFORE AND AFTER AUTOMATIC CONTROL VALVES, AND AT FUTURE CONNECTIONS. B. LOCATE VALVES FOR EASY ACCESS AND PROVIDE SEPARATE SUPPORT WHERE NECESSARY. INSTALL VALVES WITH STEMS AT OR ABOVE THE HORIZONTAL POSITION. INSTALL SWING CHECK VALVES IN HORIZONTAL POSITION WITH HINGE PIN LEVEL. D C. PROVIDE DRAIN VALVES WITH HOSE THREAD CONNECTIONS ON ALL SECTION 221010 - PIPING SYSTEMS AND ACCESSORIES D. STEEL TO CAST IRON: CAST IRON SOIL PIPE CONNECTOR WITH SPIGOT K. PEX TUBING SUPPORTS SHALL COMPLY WITH MANUFACTURER'S EQUIPMENT. PROVIDE HOSE THREAD DRAIN VALVES AT ALL LOW POINTS PART 1 - GENERAL AND IPS MALE THREAD END (MANHOFF FITTINGS). RECOMMENDATIONS, BUT SHALL BE NO MORE THAN 2 FT. - 0 IN. ON TO ENABLE COMPLETE DRAINAGE OF ALL PIPING SYSTEMS INCLUDING, E. NO -HUB, CAST IRON, GLASS, POLYPROPYLENE OR HIGH SILICON CAST CENTER. WATER MAINS, BRANCHES, AT BASE OF VERTICAL RISERS AND AT 1.1 WORK INCLUDED IRON: PROPER ADAPTER TO PIPING BEING CONNECTED. L. PIPING SYSTEMS WITH MATERIAL NOT LISTED ABOVE SHALL BE STRAINERS. A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM SUPPORTED AND PROTECTED IN ACCORDANCE WITH MANUFACTURER'S D. PROVIDE SHUTOFF VALVE AND WYE-STRAINER BEFORE ALL AUTOMATIC MANUFACTURED BY CONINE MANUFACTURING OPERATIONS REQUIRED FOR THE COMPLETE INSTALLATION AND RELATED F. CAST IRON AND PVC SOLVENT: AERATORS AND D CO.,., INC. ORS AS RECOMMENDATIONS. CONTROL VALVES AND PRESSURE REDUCING VALVES. WORK AS REQUIRED IN CONTRACT DOCUMENTS. 2.11 PIPING ACCESSORIES E. INSPECT VALVES FOR PROPER OPERATION BEFORE INSTALLATION. 1.2 SUBMITTALS 2.9 DIELECTRIC PIPE FITTINGS INSTALL UNDERGROUND VALVE BOXES VERTICALLY OVER EACH VALVE. A. DESCRIPTION: ASSEMBLY OR FITTING HAVING INSULATING MATERIAL A. ESCUTCHEON PLATES: STEEL OR CAST BRASS, SPLIT HINGE TYPE WITH A. PROVIDE A SCHEDULE OF PIPE MATERIALS, FITTINGS AND CONNECTIONS. SETSCREW, HIGH PLATES WHERE REQUIRED FOR EXTENDED SLEEVES. ADJUST TOP OF BOX TO PROPER GRADE. IMMEDIATELY BACKFILL WITH ISOLATING JOINED DISSIMILAR METALS TO PREVENT GALVANIC ACTION CHROME PLATED IN FINISHED AREAS AND AT PLUMBING FIXTURES. CRUSHED STONE AND CAREFULLY TAMP INTO PLACE. UNLESS B. PROVIDE A DETAILED MATRIX LISTING THE SPECIFIC UL APPROVED AND STOP CORROSION. OTHERWISE NOTED, LEAVE IN THE OPEN POSITION. FIRESTOP SYSTEM ASSEMBLY TO BE USED FOR EACH TYPE OF PIPING B. ALL CLEANOUT PLUGS, BUSHINGS AND NIPPLES, REQUIRED FOR DOMESTIC WATER SYSTEM PRESSURE AT 180°F, THREADED OR SOLDER ENDS, INSULATING MATERIAL PROVIDED AND EACH TYPE OF CONSTRUCTION TO BE PENETRATED B. UNIONS: FACTORY FABRICATED, FOR PSI MINIMUM WORKING INSTRUMENTS AND GAUGES SHALL BE BRASS. ALONG WITH ALL ASSOCIATED UL ASSEMBLY DETAILS. SUITABLE FOR SYSTEM FLUID, PRESSURE AND TEMPERATURE. C. HUBLESS CAST IRON FITTING RESTRAINTS SHALL BE HOLDRITE SERIES # A. THE MAIN WATER SERVICE SHUTOFF VALVE INSIDE THE BUILDING AND PART 2 - PRODUCTS 117 OR APPROVED EQUAL. VALVES FOR A 3 IN. AND LARGER WATER METER ASSEMBLY SHALL BE C. FLANGES: FACTORY -FABRICATED, COMPANION -FLANGE ASSEMBLY, FOR OS&Y GATE VALVES IN ACCORDANCE WITH THE LOCAL WATER AUTHORITY 2.1 GENERAL 150 OR 300 PSIG MINIMUM PRESSURE TO SUIT SYSTEM FLUID PRESSURES 2.12 SLEEVES A. PIPE AND FITTINGS SHALL BE NEW, MARKED WITH MANUFACTURER'S REQUIREMENTS. AND TEMPERATURES WITH FLANGE INSULATION KITS AND BOLT SLEEVES. A. STANDARD TYPE: B. INSTALL BALANCE VALVES IN EACH HOT WATER CIRCULATION BRANCH NAME AND COMPLY WITH APPLICABLE ASTM AND ANSI STANDARDS. D. ACCEPTABLE MANUFACTURERS: EPCO, CAPITOL MANUFACTURING, 1. SCHEDULE 40 BLACK STEEL PIPE SLEEVES FOR STRUCTURAL B. ALL ITEMS HERE -IN USED TO CONVEY WATER FOR POTABLE USE SHALL BE AND WHERE NOTED. WATTS OR APPROVED EQUAL. SURFACES, TWO PIPE SIZES LARGER THAN THE PIPE, AND AS OF SECTION LEAD FREE IN ACCORDANCE WITH NSF, STANDARD 61, SECTION 9 - 2.10 HANGERS, INSERTS AND SUPPORTS RECOMMENDED BY THE SEALING ELEMENT MANUFACTURER. STANDARD FOR DRINKING WATER AND LAVATORY FAUCETS AND NSF PROVIDE FULL CIRCLE WATER STOP COLLAR FOR SLEEVES STANDARD 372 - MAXIMUM LEAD REQUIREMENTS. COMPLIANCE SHALL BE A. HANGERS, INSERTS, CLAMPS: B-LINE, GRINNELL, MICHIGAN HANGER, PHD LOCATED WITHIN BELOW GRADE WALLS, WET WELLS AND VIA THIRD PARTY TESTING AND CERTIFICATION. MANUFACTURING. WATERPROOFED SURFACES. THE COLLAR SHALL BE FABRICATED B. HANGERS: FROM STEEL PLATE AND WELDED TO THE SLEEVE AROUND ITS 2.2 COPPER TUBE AND FITTINGS ENTIRE CIRCUMFERENCE. WROUGHT MALLEABLE IRON OR STEEL WITH A. PIPE: ASTM B88; TYPE K OR L, HARD TEMPER. SOFT TEMPER ONLY AS 1. ADJUSTABLE, 2. SCHEDULE 40 PVC SLEEVES OR SHEET METAL SLEEVES FOR SECTION 220553 - PLUMBING IDENTIFICATION CALLED FOR. PLANS SHOW COPPER TUBE SIZES. ELECTROPLATED ZINC OR CADMIUM FINISH. PVC COATED WHERE NONSTRUCTURAL SURFACES AND EXISTING CONSTRUCTION. IN CONTACT WITH COPPER PIPING. PART 1 -GENERAL B. FITTINGS: WROUGHT COPPER AND COPPER ALLOY, ASME B16.22 OR CAST SHEET METAL SLEEVES SHALL BE 18 GAUGE MINIMUM AND. BRACED COPPER ALLOY, ASME COPPER SOLDER END CONNECTIONS. 2. ADJUSTABLE RING TYPE WHERE PIPING IS INSTALLED DIRECTLY ON TO PREVENT COLLAPSING. 1.1 WORK INCLUDED HANGER FOR PIPING 3 IN. AND SMALLER. 2.13 SEALING ELEMENTS JOINTS: COMPLY WITH THE REQUIREMENTS OF ASTM B828. A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES AS REQUIRED C. 3. ADJUSTABLE STEEL CLEVIS TYPE FOR PIPING 4 IN. AND LARGER. A. EXPANDING NEOPRENE LINK TYPE, WATERTIGHT SEAL CONSISTING OF FOR THE COMPLETE INSTALLATION DESIGNED IN CONTRACT DOCUMENTS. D. UNIONS AND FLANGES: 2 IN. AND SMALLER USE UNIONS, SOLDER TYPE, 4. NUTS, WASHERS AND RODS WITH ELECTROPLATED ZINC OR INTERLOCKING LINKS WITH ZINC PLATED BOLTS. 1.2 QUALIFICATIONS CAST BRONZE, GROUND JOINT, 150 LB. SWP: 2-1/2 IN. AND OVER USE CADMIUM FINISH. FLANGES, CAST BRONZE, COMPANION TYPE, ASME DRILLED, SOLDER 1. ACCEPTABLE MANUFACTURERS: THUNDERLINE "LINK -SEAL" SERIES A. ALL IDENTIFICATION DEVICES SHALL COMPLY WITH ANSI Al 3.1 FOR CONNECTION, 150 LB. SWP. 5. PROVIDE HOT DIPPED GALVANIZED FINISH FOR HANGERS AND 200, 300 OR 400, PYROPAC, CALIPCO. LETTERING SIZE, LENGTH OF COLOR FIELD, COLORS, AND VIEWING ACCESSORIES INSTALLED IN EXTERIOR LOCATIONS AND INTERIOR ANGLES. E. FLUX MATERIALS: FLUX SHALL COMPLY WITH ASTM B813 AND THE AREAS WITH MOIST ENVIRONMENT CONDITIONS SUCH AS POOLS, 2.14 FIRESTOP SYSTEM FOR OPENINGS THROUGH FIRE RATED WALL AND PROVISIONS OF THE NEW YORK STATE PLUMBING CODE. POOL FILTER ROOMS, AREAWAYS, GARAGES AND SIMILAR AREAS. FLOOR ASSEMBLIES 1.3 SUBMITTALS F. SOLDER MATERIALS: NO -LEAD SOLDER, USING ALLOYS MADE FROM TIN, A SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA AND INSTALLATION COPPER, SILVER AND NICKEL. HARRIS, INC., "STAY -SAFE 50" AND "BRIGHT", C. SPACING SCHEDULE: A. MATERIALS FOR FIRESTOPPING SEALS SHALL BE LISTED BY AN APPROVED ,r INSTRUCTIONS FOR EACH IDENTIFICATION MATERIAL AND DEVICE. SUBMIT ENGELHARD "SILVABRIGHT 100", CANFIELD "WATERSAFE" OR APPROVED VALVE SCHEDULE FOR EACH PIPING SYSTEM TYPEWRITTEN ON AN 8-1/2 EQUAL. IN. X 11 IN. PAPER (MINIMUM), INDICATING VALVE NUMBER, LOCATION AND G. BRAZING MATERIALS` CLASS BCUP-5 FOR BRAZING COPPER TO BRASS, VALVE FUNCTION. SUBMIT SCHEDULE OF PIPE, EQUIPMENT AND NAME BRONZE TO COPPER. HARRIS, INC. "STAY-SILV 15" OR APPROVED EQUAL. IDENTIFICATION FOR REVIEW BEFORE STENCILING OR LABELING. 2.3 COPPER TUBE AND FITTINGS -PRESS FITTINGS 1.4 MAKES A. TUBING STANDARD: COPPER TUBING SHALL CONFORM TO ASTM B75 OR A. ALLEN SYSTEMS, INC., BRADY (W.H.) CO.; SIGNMARK DIV., INDUSTRIAL ASTM B88. SAFETY SUPPLY CO., INC., SETON NAME PLATE CORP. B. FITTING STANDARD: COPPER FITTINGS SHALL CONFORM TO ASME B16.18, ASME B16.22, OR ASME B16.26. PIPE SIZE STL E COPPER PLCSTI CAST IRON ROD SIZE 3/4 IN. TO 1 IN. 8 FT. 6 FT. 3 FT. EACH 3/8 IN. 1-1/4 IN. TO 2 10 FT. 6 FT. 3 FT. HORIZONTAL 3/8 IN. IN. 2-1/2 IN. TO 4 12 FT. 10 FT. 4 FT. JOINT 5 FT. 1/2 IN. IN. 5 IN. AND 12 FT. 10 FT. 4 FT. MAXIMUM 5/8 IN. OVER 81N. 12 FT. 10 FT. 4 FT. I O.C. 3/4 IN. OVER 8 IN. TO SUIT LOADING CONDITIONS. INDEPENDENT TESTING LABORATORY FOR THROUGH -PENETRATION FIRESTOP SYSTEMS". THE SYSTEM SHALL MEET THE STANDARD FIRE TEST FOR THROUGH -PENETRATION FIRESTOP SYSTEMS DESIGNATED ASTM E814. FIRESTOP SYSTEM SEALS SHALL BE PROVIDED AT LOCATIONS WHERE PIPING PASS THROUGH FIRE RATED WALL, FLOOR/CEILING, OR CEILING/ROOF ASSEMBLY. MINIMUM REQUIRED FIRE RESISTANT RATINGS OF THE ASSEMBLY SHALL BE MAINTAINED BY THE FIRESTOP SYSTEM. INSTALLATION SHALL CONFORM WITH THE MANUFACTURER'S RECOMMENDATIONS AND OTHER REQUIREMENTS NECESSARY TO MEET THE TESTING LABORATORY'S LISTING FOR THE SPECIFIC INSTALLATION. 5 STACK SLEEVE PART 2 - PRODUCTS C. PRESS FITTINGS: COPPER PRESS FITTINGS SHALL CONFORM TO THE D. BEAM ATTACHMENTS: A. CAST IRON BODY WITH CAULKING RECESS, FLASHING CLAMP AND UNDER 2.1 GENERAL MATERIAL AND SIZING REQUIREMENTS OF ASME B16.18 OR ASME B16.22. DECK CLAMP. FINISH, A. PROVIDE MANUFACTURER'S STANDARD PRODUCTS OF CATEGORIES AND O-RINGS FOR COPPER PRESS FITTINGS SHALL BE EPDM. 1. " CLAMP STYLE, LOCKNUT, RESTRAINING STRAP, ELECTROPLATED TYPES REQUIRED FOR EACH APPLICATION. IN CASES WHERE THERE IS FNISH, UL LISTED, FM APPROVED FOR PIPE SIZES 2 IN. AND B. ACCEPTABLE MANUFACTURERS: JAY R. SMITH SERIES 1720, ZURN, WADE. D. ACCEPTABLE MANUFACTURERS: APOLLO, MUELLER, NIBCO, VIEGA. SMALLER. 2.16 STRAINERS MORE THAN ONE TYPE SPECIFIED FOR AN APPLICATION, SELECTION IS INSTALLER'S OPTION, BUT PROVIDE SINGLE SELECTION FOR EACH 2.4 CPVC DOMESTIC WATER PIPING 2. CENTER LOADED STYLE WITH CLAMP ATTACHMENTS THAT ENGAGE A. DESCRIPTION: Y-PATTERN, SELF-CLEANING, EXCEPT WHERE OTHERWISE PRODUCT CATEGORY. BOTH EDGES OF BEAM, ELECTROPLATED FINISH, UL LISTED, FM INDICATED, FULL SIZE OF CONNECTING PIPING, TYPE 304 STAINLESS B. ALL ADHESIVES USED FOR LABELS IN THE INTERIOR OF THE BUILDING A. ALL PIPE AND FITTINGS SHALL BE MANUFACTURED FROM CPVC APPROVED, FOR PIPE SIZES LARGER THAN 2 IN., REFER TO STEEL SCREENS, 125 LB. SWP, UNLESS OTHERWISE INDICATED. COMPOUND WITH A CELL CLASS OF 24448 FOR PIPE AND 23447 FOR "SUPPORTS" FOR ADDITIONAL REQUIREMENTS. SHALL COMPLY WITH THE MAXIMUM VOLATILE ORGANIC COMPOUND (VOC) FITTINGS AS PER ASTM D-1784; SHALL CONFORM TO NATIONAL B. COPPER PIPING 2-1/2 IN. AND SMALLER: LEAD FREE, CAST BRONZE BODY, LIMITS AS CALLED FOR IN THE CURRENT VERSION OF U.S. GREEN SANITATION FOUNDATION NSF STANDARDS 6 AND 14; AND SHALL BE E. INSERTS: CARBON STEEL BODY AND SQUARE INSERT NUT, GALVANIZED (NSF) THREADED ENDS, TAPPED RETAINER CAP WITH CLOSURE PLUG, 20 MESH BUILDING COUNCIL LEED CREDITS EQ 4.1 AND EQ 4.2. INTENDED FOR USE IN HOT AND COLD DOMESTIC WATER DISTRIBUTION FINISH, MAXIMUM LOADING 1300 LBS., FOR 3/8 IN. TO 3/4 IN. ROD SIZES, SCREEN, WATTS #LF777S. SYSTEMS. REINFORCING RODS ON BOTH SIDES, MSS-SP-69 TYPE 19 OR APPROVED 2.2 PIPING IDENTIFICATION EQUAL. C. PIPING 3 IN. AND LARGER, COLD WATER APPLICATIONS: LEAD FREE, CAST A. IDENTIFICATION TYPES: B. 1/2 IN. THROUGH 2 IN. SIZES: CPVC COPPER TUBE SIZE, STANDARD F. SUPPORTS: IRON BODY, FLANGED ENDS, STANDARD SCREEN OPENINGS, FDA DIMENSION RATIO (SDR) 11 CONFORMING TO ASTM D-2846. TRANSITION APPROVED EPDXY COATING, TAPPED RETAINER CAP AND GASKET WITH 1. PRESSURE SENSITIVE TYPE: PROVIDE MANUFACTURER'S FITTINGS SHALL HAVE BRASS MALE OR FEMALE CONNECTIONS WITH 1. PROVIDE INTERMEDIATE STRUCTURAL STEEL MEMBERS WHERE CLOSURE PLUG; WATTS #77F-DI-FDA-125. STANDARD PRE-PRINTED, PERMANENT ADHESIVE, COLOR CODED, INTEGRAL CPVC SOCKET CONNECTIONS; CHARLOTTE PIPE AND FOUNDRY REQUIRED FOR HANGER ATTACHMENT. MEMBERS SHALL SPAN PRESSURE SENSITIVE VINYL PIPE MARKERS COMPLYING WITH ANSI CO. FLOWGUARD GOLD OR APPROVED EQUAL. ACROSS THE BAR JOISTS AT PANEL POINTS OF JOISTS. SECURE 2.17 PIPING MATERIALS AND SCHEDULE A13.1. PROVIDE A 360° WRAP OF FLOW ARROW TAPE AT EACH END C. 3 IN. THROUGH 6 IN. SIZES: CPVC SCHEDULE 80 IRON PIPE SIZE (IPS) MEMBER TO STRUCTURE. SELECT SIZE OF MEMBERS BASED ON A A. SEE EXHIBIT "A", "SCHEDULE OF PIPING MATERIALS" AT END OF THIS OF PIPE LABEL. CONFORMING TO ASTM F-441. SOCKET TYPE FITTINGS SHALL CONFORM MINIMUM FACTOR OF SAFETY OF FOUR. SECTION FOR (PLUMBING) PIPING. TO ASTM F-439. TRANSITION TO METAL PIPING SHALL BE MADE USING 150# 2. FOR WEIGHTS UNDER 1000 LBS.: "DRILL -IN" INSERTS, "U" SHAPED B. SEE EXHIBIT "B", "TESTING" AT END OF THIS SECTION. B. LETTERING: FLANGED CONNECTIONS. CHANNEL, BEAM CLAMPS OR OTHER STRUCTURALLY REVIEWED 1. PIPING LABELING SHALL CONFORM TO THE FOLLOWING LIST: D. ALL PIPE AND FITTINGS SHALL BE PRODUCED BY A SINGLE SUPPORT. THE FACTOR OF SAFETY SHALL BE AT LEAST FOUR. PART 3 - EXECUTION MANUFACTURER AND INSTALLED IN ACCORDANCE WITH FOLLOW MANUFACTURER'S RECOMMENDATIONS. PIPE FUNCTION IDENTIFICATION COLD WATER DOMESTIC COLD WATER HOT WATER DOMESTIC HOT WATER SANITARY WASTE SANITARY WASTE INDIRECT WASTE INDIRECT WASTE VENT IVENT PUMP DISCHARGE I PUMP DISCHARGE El 3.1 EQUIPMENT AND SYSTEMS MANUFACTURER'S RECOMMENDATIONS AND LOCAL CODE REQUIREMENTS. PIPING SHALL BE INSTALLED USING APPROVED SOLVENT 3. FOR WEIGHTS ABOVE 1000 LBS.: DRILL THROUGH FLOOR SLABS A. INSTALL EQUIPMENT AND SYSTEMS IN ACCORDANCE WITH PROVISIONS PROVIDE ADDITIONAL "DRILL -IN" INSERTS AND HANGERS TO CEMENT CONFORMING TO ASTM F-493 AND PRIMER CONFORMING TO AND PROVIDE FLAT FLUSH PLATE WELDED TO TOP ROD OR OF EACH APPLICABLE SECTION OF THESE SPECIFICATIONS, AND ASTM F-656 AND IN ACCORDANCE WITH MANUFACTURER'S LOCAL/STATE CODES/REGULATIONS HAVING JURISDICTION. ACCURATELY RECOMMENDATIONS. REDUCE LOAD PER HANGER BELOW 1000 LBS. ESTABLISH GRADE AND ELEVATION OF PIPING BEFORE SETTING SLEEVES. 4. FOR METAL DECKS: DRILL HOLE THROUGH FOR HANGER RODS INSTALL PIPING WITHOUT SPRINGING OR FORCING, EXCEPT WHERE .5 PEX DOMESTIC WATER PIPING AND IMBED A WELDED PLATE IN CONCRETE OR USE DEVICES SPECIFICALLY CALLED FOR, MAKING PROPER ALLOWANCE FOR A. PIPE: CROSS -LINKED, HIGH DENSITY, POLYETHYLENE TUBING FOR DESIGNED FOR THIS APPLICATION, WITH A SAFETY FACTOR OF EXPANSION AND ANCHORING. CHANGES IN SIZES SHALL BE MADE WITH 2.3 VALVE IDENTIFICATION POTABLE WATER. ASTM F-876/F-877; ANSI/NSF 61. PLANS SHOW NOMINAL FOUR. REDUCING FITTINGS. REDUCING COUPLINGS ARE NOT ACCEPTABLE. TUBE SIZES. ARRANGE PIPING AT EQUIPMENT WITH NECESSARY OFFSETS, UNIONS, A. VALVE TAGS: 5. FOR WOOD CONSTRUCTION: PROVIDE HANGERS AND SUPPORTS FLANGES, AND VALVES, TO ALLOW FOR EASY PART REMOVAL AND B. MANIFOLDS: COPPER MANIFOLD WITH SWEAT ENDS AND 24-3/4 IN. DESIGNED FOR ATTACHMENT TO WOOD CONSTRUCTION. MAINTENANCE. OFFSET PIPING AND CHANGE ELEVATION AS REQUIRED 1. STANDARD BRASS VALVE TAGS, 2 IN. DIAMETER WITH 1/2 IN. HIGH OUTLETS ON 3 IN. CENTERS. PROVIDE REDUCING COUPLINGS AS TO COORDINATE WITH OTHER WORK. AVOID CONTACT WITH OTHER BLACK -FILLED NUMERALS. ATTACH TO VALVE WITH BRASS JACK 6. ACCEPTABLE MANUFACTURERS: HILTI, ITW RAMSET, PHILLIPS "RED REQUIRED FOR INDIVIDUAL OUTLETS. MECHANICAL OR ELECTRICAL SYSTEMS. PROVIDE ADEQUATE MEANS OF CHAIN AND "S" HOOK. IDENTIFY BETWEEN HEATING AND PLUMBING HEAD" OR APPROVED EQUAL. DRAINING AND VENTING UNITS, RISERS, CIRCUITS AND SYSTEMS. SERVICES WITH 1/4 IN. LETTERS ABOVE THE VALVE NUMBER. C. VALVES: BRASS BODY BALL VALVES WITH SWEAT X PEX COMPRESSION G. TRAPEZE HANGERS: CONCEAL PIPING UNLESS OTHERWISE CALLED FOR. COPPER TUBING ENDS RATED FOR 250 PSI AND 250°F. PROVIDE CRIMP RING FOR PEX SHALL BE CUT WITH A WHEELED TUBING CUTTER OR OTHER APPROVED 2. ACCEPTABLE MANUFACTURERS: SETON STYLE NO. M4507, OR COMPRESSION CONNECTIONS. 1. FOR PLUMBING SYSTEMS ONLY. APPROVED EQUAL. COPPER TUBING CUTTER TOOL. THE TUBING MUST BE CUT SQUARE TO D. ACCEPTABLE MANUFACTURERS: WIRSBO, VIEGA, ZURN OR APPROVED 2. HANGERS SHALL BE SUPPORTED WITH ROD SIZED WITH A SAFETY PERMIT PROPER JOINING WITH THE FITTINGS. REAM PIPES AFTER B. VALVE CHART: EQUAL. FACTOR OF FOUR. CUTTING AND CLEAN BEFORE INSTALLING. CAP OR PLUG EQUIPMENT AND PIPE OPENINGS DURING CONSTRUCTION. INSTALL PIPING PARALLEL WITH 1. PROVIDE VALVE CHART FOR ALL VALVES PROVIDED AS A PART OF 2.6 COPPER TUBE AND FITTINGS - GROOVED MECHANICAL CONNECTIONS 3. MAY BE MANUFACTURED TYPE "U" SHAPED CHANNEL, OR SUITABLE LINES OF BUILDING, PROPERLY SPACED TO PROVIDE CLEARANCE FOR THIS PROJECT. FRAME AND PLACE UNDER CLEAR GLASS. MOUNT ANGLE IRON OR CHANNEL. ROUND OFF ALL SHARP EDGES. INSULATION. MAKE CHANGES IN DIRECTION AND BRANCH CONNECTIONS IN MECHANICAL ROOM. A. PIPE: ASTM B88, TYPE K OR L, HARD TEMPER. WITH FITTINGS. DO NOT INSTALL VALVES, UNIONS AND FLANGES IN 4. SECURELY FASTEN PIPING TO TRAPEZE WITH "U" BOLT OR PIPE INACCESSIBLE LOCATIONS. MATERIALS WITHIN A SYSTEM AND BETWEEN 2.4 EQUIPMENT IDENTIFICATION B. FITTINGS: WROUGHT COPPER, ROLL GROOVED MECHANICAL CLAMPS, DISSIMILAR METALS SHALL NOT TOUCH, USE ISOLATION SYSTEMS SHALL BE CONSISTENT. IF THIS IS NOT POSSIBLE, INSTALL CONNECTIONS, ASTM B-75, ANSI B16.22 FOR 4 IN. SIZE. CAST BRONZE, GASKETS, SIMILAR TO HOLDRITE STRUT -MOUNTED CUSHION A. GENERAL: ROLLED GROOVED MECHANICAL CONNECTIONS, ASTM B-584, ANSI B16.18 DIELECTRIC FITTINGS. FOR SIZES 5 IN. - 81N. CLAMPS. FASTEN PIPING TO TRAPEZE AT EVERY THIRD SUPPORT, 1. PROVIDE ENGRAVED VINYL NAMEPLATES FOR EACH MAJOR PIECE EXCEPT UNINSULATED PIPING WHICH SHALL BE FASTENED AT 3.2 PIPING OVER ELECTRICAL EQUIPMENT OF MECHANICAL EQUIPMENT PROVIDED, 2-1/2 IN. X 3/4 IN. SIZE. C. COUPLINGS: DUCTILE IRON, ASTM A-536, WITH COPPER COLORED ALKYD EVERY SUPPORT USING STRUT -MOUNTED CUSHION CLAMPS. A. CONTRACTOR SHALL ROUTE PIPING TO AVOID INSTALLATION DIRECTLY 2. ACCEPTABLE MANUFACTURERS: SETON STYLE NO. M4562, OR ENAMEL FINISH, DESIGNED FOR ROLLED GROOVED PIPING. 5. ACCEPTABLE MANUFACTURERS: B-LINE, HOLDRITE, KINDORF, OVER ELECTRIC EQUIPMENT, INCLUDING, BUT NOT LIMITED TO PANELS, APPROVED EQUAL. D. GASKETS: GRADE "E" EPDM SYNTHETIC RUBBER, COPPER COLOR UNISTRUT OR APPROVED EQUAL. TRANSFORMERS, DISCONNECTS, STARTERS, MOTOR CONTROL CENTER, 2.5 ABOVE CEILING EQUIPMENT LOCATOR CODED, -30°F TO 230°F TEMPERATURE RANGE, SUITABLE FOR WATER H. CABINET PIPE SPACE SUPPORTS: ADJUSTABLE SPEED DRIVES AND FUSED SWITCHES. . SERVICE. B. PIPING SHALL NOT BE INSTALLED IN THE DEDICATED ELECTRIC AND A. 3/4 IN. DIAMETER ADHESIVE STICKERS PLACED ON CEILING GRID AND 1. PIPING BELOW CASEWORK COUNTERTOPS WITHIN SPACE BEHIND WORKING SPACE AS DEFINED BY NEC 110. DEDICATED ELECTRICAL COLOR -CODED. E. BOLTS AND NUTS: HEAT TREATED, HEX HEAD CARBON STEEL, ASTM A183, CABINET SHALL BE SUPPORTED USING CONTINUOUS SLOT METAL SPACE IS GENERALLY EQUAL TO THE DEPTH AND WIDTH OF ELECTRICAL CADMIUM PLATED OR ZINC ELECTROPLATED FINISH. CHANNELS WITH PIPE CLAMPS. EQUIPMENT, AND EXTENDS 6 FT. ABOVE THE ELECTRICAL EQUIPMENT, OR B. THE COLOR FOR ALL PLUMBING VALVES SHALL BE BLUE. F. DESIGN EQUIPMENT: VICTAULIC STYLE 606 COUPLINGS. 2. ACCEPTABLE MANUFACTURERS: B-LINE, KINDORF, UNISTRUT OR TO A STRUCTURAL CEILING. DEDICATED WORKING SPACE IS A MINIMUM PART 3 - EXECUTION OF 30 IN. WIDE OR THE WIDTH OF EQUIPMENT (WHICHEVER IS LARGER) A G. ACCEPTABLE MANUFACTURERS: GRINNELL, GRUVLOK, VICTAULIC. APPROVED EQUAL. MINIMUM OF 6 FT.-6 IN. TALL, WITH A DEPTH OF 3FT. TO 9 FT. DEPENDING 3.1 GENERAL I. HANGER INSULATION SHIELDS: ON THE VOLTAGE. 2.7 PVC SOLID WALL PIPE AND FITTINGS - DWV SYSTEM A. PROVIDE VALVE TAGS FOR ALL VALVES PROVIDED ON PROJECT. A. PIPE: PVC SCHEDULE 40 SOLID WALL PIPE, IRON PIPE SIZE CONFORMING 1. HANGER INSULATION SHIELDS SHALL BE PROVIDED FOR ALL 3.3 HANGERS, INSERTS AND SUPPORTS B. PROVIDE EQUIPMENT TAGS FOR ALL EQUIPMENT PROVIDED ON PROJECT. TO ASTM D1785 AND ASTM D2665. PIPE SHALL BE MANUFACTURED FROM WATER AND STORM WATER PIPING. HANGERS SHALL ATTACH A. PIPING SHALL NOT BE SUPPORTED BY WIRES, BAND IRON, CHAINS, FROM PVC COMPOUNDS AS IDENTIFIED IN ASTM D1784. BOTH PIPE AND FITTINGS DIRECTLY TO PIPE FOR ALL REMAINING SERVICES. OTHER PIPING, OR BY VERTICAL EXPANSION BOLTS. SUPPORT PIPING C. PROVIDE PIPING IDENTIFICATION WITH DIRECTIONAL FLOW ARROWS FOR SHALL CONFORM TO NATIONAL SANITATION FOUNDATION STANDARD 14. 2. PIPING 2 IN. AND SMALLER: PIPE INSULATED WITH GLASS FIBER WITH INDIVIDUAL HANGERS FROM CONCRETE INSERTS, WOOD ALL PIPING ON PROJECT, MAXIMUM INTERVALS OF 20'-0". FOR PIPING INSULATION SHALL BE PROTECTED AT POINT OF SUPPORT BY A CONSTRUCTION, WELDED SUPPORTS, OR BEAMS CLAMPS OF PROPER INSTALLED THROUGH ROOMS, PROVIDE AT LEAST ONE (1) PIPE LABEL IN B. FITTINGS: TYPE DWV, SOCKET TYPE CONFORMING TO ASTM D2665. SHEET METAL SHIELD. SHIELD SHALL BE #18 GAUGE, GALVANIZED CONFIGURATION AND LOADING DESIGN REQUIREMENTS FOR EACH EACH ROOM, FOR EACH PIPE FUNCTION. FITTINGS SHALL BE MANUFACTURED FROM PVC COMPOUNDS AS STEEL, MINIMUM 120 DEGREE ARC, FORMED TO FIT INSULATION LOCATION; REPLACE IF NOT SUITABLE. FOLLOW MANUFACTURER'S SAFE IDENTIFIED IN ASTM D1784. SOLVENT CEMENT JOINTS SHALL BE MADE END OF SECTION UTILIZING ATWO-STEP PROCESS WITH PRIMER MANUFACTURED FOR THICKNESS AND 12 IN. LONG. TAPE SHIELDS TO PIPE INSULATION. LOADING RECOMMENDATIONS. SUSPEND WITH RODS OF SUFFICIENT LENGTH FOR SWING AND OF SIZE CALLED FOR, USING FOUR (4) NUTS PER THERMOPLASTIC PIPING AND SOLVENT CEMENT CONFORMING TO ASTM 3. PIPING 3 IN. AND LARGER: PIPE INSULATED WITH GLASS FIBER ROD. PROVIDE ADDITIONAL STRUCTURAL STEEL MEMBERS, HAVING ONE D2564. INSULATION SHALL BE PROTECTED AT POINT OF SUPPORT BY A COAT RUSTPROOF PAINT, WHERE REQUIRED FOR PROPER SUPPORT. 2.8 SPECIAL FITTINGS SHEET METAL SHIELD AND PIPE SUPPORT INSULATION INSERT(S) PROVIDE OVERSIZED HANGERS WHERE INSULATION/SUPPORTS MUST BETWEEN PIPE AND HANGER. SHIELD SHALL BE #18 GAUGE, PASS BETWEEN PIPE AND HANGER. PROVIDE CONTINUOUS SUPPORT OR A. CAST IRON TO LEAD PIPE: RED BRASS FERRULES AND WIPED JOINTS. GALVANIZED STEEL, MINIMUM 120 DEGREE ARC, FORMED TO FIT EXTRA SUPPORTS FOR PLASTIC PIPING PER MANUFACTURER'S CAULK FERRULE INTO CAST IRON HUB. INSULATION THICKNESS AND 12 IN. LONG. TAPE SHIELDS TO PIPE REQUIREMENTS. HANGERS, WHEN ATTACHED TO JOISTS, SHALL ONLY BE INSULATION. PROVIDE TEMPORARY BLOCKING TO MAINTAIN PLACED AT THE TOP OR BOTTOM CHORD PANEL POINT. ONLY B. COPPER TO CAST IRON: CAST BRONZE, CAST IRON TO SWEAT ADAPTER. PROPER SPACING FOR INSULATION. CONCENTRIC TYPE HANGERS ARE PERMISSIBLE ON PIPING LARGER THAT C. COPPER TO STEEL PIPING: J. PROVIDE CONTINUOUS SUPPORT FOR UNPIGMENTED POLYPROPYLENE 2-1/2 IN.; "C" TYPES ARE PERMITTED FOR PIPING 2 IN. AND SMALLER ON 1. CAST BRONZE COPPER TO IRON MALE OR FEMALE ADAPTER WITH PIPING. JOISTS. PROVIDE RISER CLAMPS FOR EACH RISER AT EACH FLOOR. USE SHOULDER FOR DRAINAGE PIPING ONLY. TRAPEZE HANGERS WHERE A GROUP OF PIPING CAN BE INSTALLED. 2. DIELECTRIC PIPEFITTINGS. !ARC!H iITET,P.+. AnD C H Ir F TDI � 0 I -DI 3 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK PUMP HOUSE 512 MAIN STREET WEST YARMOUTH, MA 02673 r ENG�NEEPiNG 'viecPonica 'Eleccricai Engineering Consuitants Cn�itat C rria ; Rach r �r ; 6uffaio ;h�racos= 433 TEJ A[['iZKIITF 411, .. g, 5 OFss ti O MI AE G Su Iv NO.5423 ISTO'�p k 6, DDA PROJECT #21-008 Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn Project Manager P.I.C. mlic BAB MKS SHEET TITLE SPECIFICATIONS SHEET NUMBER Pool N L K J H G F E ID C B A 2 3 4 5 6 7 8 9 10 11 12 13 14 15 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. INSTRUCTIONS FOR EACH IDENTIFICATION MATERIAL AND DEVICE. SUBMIT ENGELHARD "SILVABRIGHT 100", CANFIELD "WATERSAFE" OR APPROVED VALVE SCHEDULE FOR EACH PIPING SYSTEM TYPEWRITTEN ON AN 8-1/2 EQUAL. IN. X 11 IN. PAPER (MINIMUM), INDICATING VALVE NUMBER, LOCATION AND G. BRAZING MATERIALS` CLASS BCUP-5 FOR BRAZING COPPER TO BRASS, VALVE FUNCTION. SUBMIT SCHEDULE OF PIPE, EQUIPMENT AND NAME BRONZE TO COPPER. HARRIS, INC. "STAY-SILV 15" OR APPROVED EQUAL. IDENTIFICATION FOR REVIEW BEFORE STENCILING OR LABELING. 2.3 COPPER TUBE AND FITTINGS -PRESS FITTINGS 1.4 MAKES A. TUBING STANDARD: COPPER TUBING SHALL CONFORM TO ASTM B75 OR A. ALLEN SYSTEMS, INC., BRADY (W.H.) CO.; SIGNMARK DIV., INDUSTRIAL ASTM B88. SAFETY SUPPLY CO., INC., SETON NAME PLATE CORP. B. FITTING STANDARD: COPPER FITTINGS SHALL CONFORM TO ASME B16.18, ASME B16.22, OR ASME B16.26. PIPE SIZE STL E COPPER PLCSTI CAST IRON ROD SIZE 3/4 IN. TO 1 IN. 8 FT. 6 FT. 3 FT. EACH 3/8 IN. 1-1/4 IN. TO 2 10 FT. 6 FT. 3 FT. HORIZONTAL 3/8 IN. IN. 2-1/2 IN. TO 4 12 FT. 10 FT. 4 FT. JOINT 5 FT. 1/2 IN. IN. 5 IN. AND 12 FT. 10 FT. 4 FT. MAXIMUM 5/8 IN. OVER 81N. 12 FT. 10 FT. 4 FT. I O.C. 3/4 IN. OVER 8 IN. TO SUIT LOADING CONDITIONS. INDEPENDENT TESTING LABORATORY FOR THROUGH -PENETRATION FIRESTOP SYSTEMS". THE SYSTEM SHALL MEET THE STANDARD FIRE TEST FOR THROUGH -PENETRATION FIRESTOP SYSTEMS DESIGNATED ASTM E814. FIRESTOP SYSTEM SEALS SHALL BE PROVIDED AT LOCATIONS WHERE PIPING PASS THROUGH FIRE RATED WALL, FLOOR/CEILING, OR CEILING/ROOF ASSEMBLY. MINIMUM REQUIRED FIRE RESISTANT RATINGS OF THE ASSEMBLY SHALL BE MAINTAINED BY THE FIRESTOP SYSTEM. INSTALLATION SHALL CONFORM WITH THE MANUFACTURER'S RECOMMENDATIONS AND OTHER REQUIREMENTS NECESSARY TO MEET THE TESTING LABORATORY'S LISTING FOR THE SPECIFIC INSTALLATION. 5 STACK SLEEVE PART 2 - PRODUCTS C. PRESS FITTINGS: COPPER PRESS FITTINGS SHALL CONFORM TO THE D. BEAM ATTACHMENTS: A. CAST IRON BODY WITH CAULKING RECESS, FLASHING CLAMP AND UNDER 2.1 GENERAL MATERIAL AND SIZING REQUIREMENTS OF ASME B16.18 OR ASME B16.22. DECK CLAMP. FINISH, A. PROVIDE MANUFACTURER'S STANDARD PRODUCTS OF CATEGORIES AND O-RINGS FOR COPPER PRESS FITTINGS SHALL BE EPDM. 1. " CLAMP STYLE, LOCKNUT, RESTRAINING STRAP, ELECTROPLATED TYPES REQUIRED FOR EACH APPLICATION. IN CASES WHERE THERE IS FNISH, UL LISTED, FM APPROVED FOR PIPE SIZES 2 IN. AND B. ACCEPTABLE MANUFACTURERS: JAY R. SMITH SERIES 1720, ZURN, WADE. D. ACCEPTABLE MANUFACTURERS: APOLLO, MUELLER, NIBCO, VIEGA. SMALLER. 2.16 STRAINERS MORE THAN ONE TYPE SPECIFIED FOR AN APPLICATION, SELECTION IS INSTALLER'S OPTION, BUT PROVIDE SINGLE SELECTION FOR EACH 2.4 CPVC DOMESTIC WATER PIPING 2. CENTER LOADED STYLE WITH CLAMP ATTACHMENTS THAT ENGAGE A. DESCRIPTION: Y-PATTERN, SELF-CLEANING, EXCEPT WHERE OTHERWISE PRODUCT CATEGORY. BOTH EDGES OF BEAM, ELECTROPLATED FINISH, UL LISTED, FM INDICATED, FULL SIZE OF CONNECTING PIPING, TYPE 304 STAINLESS B. ALL ADHESIVES USED FOR LABELS IN THE INTERIOR OF THE BUILDING A. ALL PIPE AND FITTINGS SHALL BE MANUFACTURED FROM CPVC APPROVED, FOR PIPE SIZES LARGER THAN 2 IN., REFER TO STEEL SCREENS, 125 LB. SWP, UNLESS OTHERWISE INDICATED. COMPOUND WITH A CELL CLASS OF 24448 FOR PIPE AND 23447 FOR "SUPPORTS" FOR ADDITIONAL REQUIREMENTS. SHALL COMPLY WITH THE MAXIMUM VOLATILE ORGANIC COMPOUND (VOC) FITTINGS AS PER ASTM D-1784; SHALL CONFORM TO NATIONAL B. COPPER PIPING 2-1/2 IN. AND SMALLER: LEAD FREE, CAST BRONZE BODY, LIMITS AS CALLED FOR IN THE CURRENT VERSION OF U.S. GREEN SANITATION FOUNDATION NSF STANDARDS 6 AND 14; AND SHALL BE E. INSERTS: CARBON STEEL BODY AND SQUARE INSERT NUT, GALVANIZED (NSF) THREADED ENDS, TAPPED RETAINER CAP WITH CLOSURE PLUG, 20 MESH BUILDING COUNCIL LEED CREDITS EQ 4.1 AND EQ 4.2. INTENDED FOR USE IN HOT AND COLD DOMESTIC WATER DISTRIBUTION FINISH, MAXIMUM LOADING 1300 LBS., FOR 3/8 IN. TO 3/4 IN. ROD SIZES, SCREEN, WATTS #LF777S. SYSTEMS. REINFORCING RODS ON BOTH SIDES, MSS-SP-69 TYPE 19 OR APPROVED 2.2 PIPING IDENTIFICATION EQUAL. C. PIPING 3 IN. AND LARGER, COLD WATER APPLICATIONS: LEAD FREE, CAST A. IDENTIFICATION TYPES: B. 1/2 IN. THROUGH 2 IN. SIZES: CPVC COPPER TUBE SIZE, STANDARD F. SUPPORTS: IRON BODY, FLANGED ENDS, STANDARD SCREEN OPENINGS, FDA DIMENSION RATIO (SDR) 11 CONFORMING TO ASTM D-2846. TRANSITION APPROVED EPDXY COATING, TAPPED RETAINER CAP AND GASKET WITH 1. PRESSURE SENSITIVE TYPE: PROVIDE MANUFACTURER'S FITTINGS SHALL HAVE BRASS MALE OR FEMALE CONNECTIONS WITH 1. PROVIDE INTERMEDIATE STRUCTURAL STEEL MEMBERS WHERE CLOSURE PLUG; WATTS #77F-DI-FDA-125. STANDARD PRE-PRINTED, PERMANENT ADHESIVE, COLOR CODED, INTEGRAL CPVC SOCKET CONNECTIONS; CHARLOTTE PIPE AND FOUNDRY REQUIRED FOR HANGER ATTACHMENT. MEMBERS SHALL SPAN PRESSURE SENSITIVE VINYL PIPE MARKERS COMPLYING WITH ANSI CO. FLOWGUARD GOLD OR APPROVED EQUAL. ACROSS THE BAR JOISTS AT PANEL POINTS OF JOISTS. SECURE 2.17 PIPING MATERIALS AND SCHEDULE A13.1. PROVIDE A 360° WRAP OF FLOW ARROW TAPE AT EACH END C. 3 IN. THROUGH 6 IN. SIZES: CPVC SCHEDULE 80 IRON PIPE SIZE (IPS) MEMBER TO STRUCTURE. SELECT SIZE OF MEMBERS BASED ON A A. SEE EXHIBIT "A", "SCHEDULE OF PIPING MATERIALS" AT END OF THIS OF PIPE LABEL. CONFORMING TO ASTM F-441. SOCKET TYPE FITTINGS SHALL CONFORM MINIMUM FACTOR OF SAFETY OF FOUR. SECTION FOR (PLUMBING) PIPING. TO ASTM F-439. TRANSITION TO METAL PIPING SHALL BE MADE USING 150# 2. FOR WEIGHTS UNDER 1000 LBS.: "DRILL -IN" INSERTS, "U" SHAPED B. SEE EXHIBIT "B", "TESTING" AT END OF THIS SECTION. B. LETTERING: FLANGED CONNECTIONS. CHANNEL, BEAM CLAMPS OR OTHER STRUCTURALLY REVIEWED 1. PIPING LABELING SHALL CONFORM TO THE FOLLOWING LIST: D. ALL PIPE AND FITTINGS SHALL BE PRODUCED BY A SINGLE SUPPORT. THE FACTOR OF SAFETY SHALL BE AT LEAST FOUR. PART 3 - EXECUTION MANUFACTURER AND INSTALLED IN ACCORDANCE WITH FOLLOW MANUFACTURER'S RECOMMENDATIONS. PIPE FUNCTION IDENTIFICATION COLD WATER DOMESTIC COLD WATER HOT WATER DOMESTIC HOT WATER SANITARY WASTE SANITARY WASTE INDIRECT WASTE INDIRECT WASTE VENT IVENT PUMP DISCHARGE I PUMP DISCHARGE El 3.1 EQUIPMENT AND SYSTEMS MANUFACTURER'S RECOMMENDATIONS AND LOCAL CODE REQUIREMENTS. PIPING SHALL BE INSTALLED USING APPROVED SOLVENT 3. FOR WEIGHTS ABOVE 1000 LBS.: DRILL THROUGH FLOOR SLABS A. INSTALL EQUIPMENT AND SYSTEMS IN ACCORDANCE WITH PROVISIONS PROVIDE ADDITIONAL "DRILL -IN" INSERTS AND HANGERS TO CEMENT CONFORMING TO ASTM F-493 AND PRIMER CONFORMING TO AND PROVIDE FLAT FLUSH PLATE WELDED TO TOP ROD OR OF EACH APPLICABLE SECTION OF THESE SPECIFICATIONS, AND ASTM F-656 AND IN ACCORDANCE WITH MANUFACTURER'S LOCAL/STATE CODES/REGULATIONS HAVING JURISDICTION. ACCURATELY RECOMMENDATIONS. REDUCE LOAD PER HANGER BELOW 1000 LBS. ESTABLISH GRADE AND ELEVATION OF PIPING BEFORE SETTING SLEEVES. 4. FOR METAL DECKS: DRILL HOLE THROUGH FOR HANGER RODS INSTALL PIPING WITHOUT SPRINGING OR FORCING, EXCEPT WHERE .5 PEX DOMESTIC WATER PIPING AND IMBED A WELDED PLATE IN CONCRETE OR USE DEVICES SPECIFICALLY CALLED FOR, MAKING PROPER ALLOWANCE FOR A. PIPE: CROSS -LINKED, HIGH DENSITY, POLYETHYLENE TUBING FOR DESIGNED FOR THIS APPLICATION, WITH A SAFETY FACTOR OF EXPANSION AND ANCHORING. CHANGES IN SIZES SHALL BE MADE WITH 2.3 VALVE IDENTIFICATION POTABLE WATER. ASTM F-876/F-877; ANSI/NSF 61. PLANS SHOW NOMINAL FOUR. REDUCING FITTINGS. REDUCING COUPLINGS ARE NOT ACCEPTABLE. TUBE SIZES. ARRANGE PIPING AT EQUIPMENT WITH NECESSARY OFFSETS, UNIONS, A. VALVE TAGS: 5. FOR WOOD CONSTRUCTION: PROVIDE HANGERS AND SUPPORTS FLANGES, AND VALVES, TO ALLOW FOR EASY PART REMOVAL AND B. MANIFOLDS: COPPER MANIFOLD WITH SWEAT ENDS AND 24-3/4 IN. DESIGNED FOR ATTACHMENT TO WOOD CONSTRUCTION. MAINTENANCE. OFFSET PIPING AND CHANGE ELEVATION AS REQUIRED 1. STANDARD BRASS VALVE TAGS, 2 IN. DIAMETER WITH 1/2 IN. HIGH OUTLETS ON 3 IN. CENTERS. PROVIDE REDUCING COUPLINGS AS TO COORDINATE WITH OTHER WORK. AVOID CONTACT WITH OTHER BLACK -FILLED NUMERALS. ATTACH TO VALVE WITH BRASS JACK 6. ACCEPTABLE MANUFACTURERS: HILTI, ITW RAMSET, PHILLIPS "RED REQUIRED FOR INDIVIDUAL OUTLETS. MECHANICAL OR ELECTRICAL SYSTEMS. PROVIDE ADEQUATE MEANS OF CHAIN AND "S" HOOK. IDENTIFY BETWEEN HEATING AND PLUMBING HEAD" OR APPROVED EQUAL. DRAINING AND VENTING UNITS, RISERS, CIRCUITS AND SYSTEMS. SERVICES WITH 1/4 IN. LETTERS ABOVE THE VALVE NUMBER. C. VALVES: BRASS BODY BALL VALVES WITH SWEAT X PEX COMPRESSION G. TRAPEZE HANGERS: CONCEAL PIPING UNLESS OTHERWISE CALLED FOR. COPPER TUBING ENDS RATED FOR 250 PSI AND 250°F. PROVIDE CRIMP RING FOR PEX SHALL BE CUT WITH A WHEELED TUBING CUTTER OR OTHER APPROVED 2. ACCEPTABLE MANUFACTURERS: SETON STYLE NO. M4507, OR COMPRESSION CONNECTIONS. 1. FOR PLUMBING SYSTEMS ONLY. APPROVED EQUAL. COPPER TUBING CUTTER TOOL. THE TUBING MUST BE CUT SQUARE TO D. ACCEPTABLE MANUFACTURERS: WIRSBO, VIEGA, ZURN OR APPROVED 2. HANGERS SHALL BE SUPPORTED WITH ROD SIZED WITH A SAFETY PERMIT PROPER JOINING WITH THE FITTINGS. REAM PIPES AFTER B. VALVE CHART: EQUAL. FACTOR OF FOUR. CUTTING AND CLEAN BEFORE INSTALLING. CAP OR PLUG EQUIPMENT AND PIPE OPENINGS DURING CONSTRUCTION. INSTALL PIPING PARALLEL WITH 1. PROVIDE VALVE CHART FOR ALL VALVES PROVIDED AS A PART OF 2.6 COPPER TUBE AND FITTINGS - GROOVED MECHANICAL CONNECTIONS 3. MAY BE MANUFACTURED TYPE "U" SHAPED CHANNEL, OR SUITABLE LINES OF BUILDING, PROPERLY SPACED TO PROVIDE CLEARANCE FOR THIS PROJECT. FRAME AND PLACE UNDER CLEAR GLASS. MOUNT ANGLE IRON OR CHANNEL. ROUND OFF ALL SHARP EDGES. INSULATION. MAKE CHANGES IN DIRECTION AND BRANCH CONNECTIONS IN MECHANICAL ROOM. A. PIPE: ASTM B88, TYPE K OR L, HARD TEMPER. WITH FITTINGS. DO NOT INSTALL VALVES, UNIONS AND FLANGES IN 4. SECURELY FASTEN PIPING TO TRAPEZE WITH "U" BOLT OR PIPE INACCESSIBLE LOCATIONS. MATERIALS WITHIN A SYSTEM AND BETWEEN 2.4 EQUIPMENT IDENTIFICATION B. FITTINGS: WROUGHT COPPER, ROLL GROOVED MECHANICAL CLAMPS, DISSIMILAR METALS SHALL NOT TOUCH, USE ISOLATION SYSTEMS SHALL BE CONSISTENT. IF THIS IS NOT POSSIBLE, INSTALL CONNECTIONS, ASTM B-75, ANSI B16.22 FOR 4 IN. SIZE. CAST BRONZE, GASKETS, SIMILAR TO HOLDRITE STRUT -MOUNTED CUSHION A. GENERAL: ROLLED GROOVED MECHANICAL CONNECTIONS, ASTM B-584, ANSI B16.18 DIELECTRIC FITTINGS. FOR SIZES 5 IN. - 81N. CLAMPS. FASTEN PIPING TO TRAPEZE AT EVERY THIRD SUPPORT, 1. PROVIDE ENGRAVED VINYL NAMEPLATES FOR EACH MAJOR PIECE EXCEPT UNINSULATED PIPING WHICH SHALL BE FASTENED AT 3.2 PIPING OVER ELECTRICAL EQUIPMENT OF MECHANICAL EQUIPMENT PROVIDED, 2-1/2 IN. X 3/4 IN. SIZE. C. COUPLINGS: DUCTILE IRON, ASTM A-536, WITH COPPER COLORED ALKYD EVERY SUPPORT USING STRUT -MOUNTED CUSHION CLAMPS. A. CONTRACTOR SHALL ROUTE PIPING TO AVOID INSTALLATION DIRECTLY 2. ACCEPTABLE MANUFACTURERS: SETON STYLE NO. M4562, OR ENAMEL FINISH, DESIGNED FOR ROLLED GROOVED PIPING. 5. ACCEPTABLE MANUFACTURERS: B-LINE, HOLDRITE, KINDORF, OVER ELECTRIC EQUIPMENT, INCLUDING, BUT NOT LIMITED TO PANELS, APPROVED EQUAL. D. GASKETS: GRADE "E" EPDM SYNTHETIC RUBBER, COPPER COLOR UNISTRUT OR APPROVED EQUAL. TRANSFORMERS, DISCONNECTS, STARTERS, MOTOR CONTROL CENTER, 2.5 ABOVE CEILING EQUIPMENT LOCATOR CODED, -30°F TO 230°F TEMPERATURE RANGE, SUITABLE FOR WATER H. CABINET PIPE SPACE SUPPORTS: ADJUSTABLE SPEED DRIVES AND FUSED SWITCHES. . SERVICE. B. PIPING SHALL NOT BE INSTALLED IN THE DEDICATED ELECTRIC AND A. 3/4 IN. DIAMETER ADHESIVE STICKERS PLACED ON CEILING GRID AND 1. PIPING BELOW CASEWORK COUNTERTOPS WITHIN SPACE BEHIND WORKING SPACE AS DEFINED BY NEC 110. DEDICATED ELECTRICAL COLOR -CODED. E. BOLTS AND NUTS: HEAT TREATED, HEX HEAD CARBON STEEL, ASTM A183, CABINET SHALL BE SUPPORTED USING CONTINUOUS SLOT METAL SPACE IS GENERALLY EQUAL TO THE DEPTH AND WIDTH OF ELECTRICAL CADMIUM PLATED OR ZINC ELECTROPLATED FINISH. CHANNELS WITH PIPE CLAMPS. EQUIPMENT, AND EXTENDS 6 FT. ABOVE THE ELECTRICAL EQUIPMENT, OR B. THE COLOR FOR ALL PLUMBING VALVES SHALL BE BLUE. F. DESIGN EQUIPMENT: VICTAULIC STYLE 606 COUPLINGS. 2. ACCEPTABLE MANUFACTURERS: B-LINE, KINDORF, UNISTRUT OR TO A STRUCTURAL CEILING. DEDICATED WORKING SPACE IS A MINIMUM PART 3 - EXECUTION OF 30 IN. WIDE OR THE WIDTH OF EQUIPMENT (WHICHEVER IS LARGER) A G. ACCEPTABLE MANUFACTURERS: GRINNELL, GRUVLOK, VICTAULIC. APPROVED EQUAL. MINIMUM OF 6 FT.-6 IN. TALL, WITH A DEPTH OF 3FT. TO 9 FT. DEPENDING 3.1 GENERAL I. HANGER INSULATION SHIELDS: ON THE VOLTAGE. 2.7 PVC SOLID WALL PIPE AND FITTINGS - DWV SYSTEM A. PROVIDE VALVE TAGS FOR ALL VALVES PROVIDED ON PROJECT. A. PIPE: PVC SCHEDULE 40 SOLID WALL PIPE, IRON PIPE SIZE CONFORMING 1. HANGER INSULATION SHIELDS SHALL BE PROVIDED FOR ALL 3.3 HANGERS, INSERTS AND SUPPORTS B. PROVIDE EQUIPMENT TAGS FOR ALL EQUIPMENT PROVIDED ON PROJECT. TO ASTM D1785 AND ASTM D2665. PIPE SHALL BE MANUFACTURED FROM WATER AND STORM WATER PIPING. HANGERS SHALL ATTACH A. PIPING SHALL NOT BE SUPPORTED BY WIRES, BAND IRON, CHAINS, FROM PVC COMPOUNDS AS IDENTIFIED IN ASTM D1784. BOTH PIPE AND FITTINGS DIRECTLY TO PIPE FOR ALL REMAINING SERVICES. OTHER PIPING, OR BY VERTICAL EXPANSION BOLTS. SUPPORT PIPING C. PROVIDE PIPING IDENTIFICATION WITH DIRECTIONAL FLOW ARROWS FOR SHALL CONFORM TO NATIONAL SANITATION FOUNDATION STANDARD 14. 2. PIPING 2 IN. AND SMALLER: PIPE INSULATED WITH GLASS FIBER WITH INDIVIDUAL HANGERS FROM CONCRETE INSERTS, WOOD ALL PIPING ON PROJECT, MAXIMUM INTERVALS OF 20'-0". FOR PIPING INSULATION SHALL BE PROTECTED AT POINT OF SUPPORT BY A CONSTRUCTION, WELDED SUPPORTS, OR BEAMS CLAMPS OF PROPER INSTALLED THROUGH ROOMS, PROVIDE AT LEAST ONE (1) PIPE LABEL IN B. FITTINGS: TYPE DWV, SOCKET TYPE CONFORMING TO ASTM D2665. SHEET METAL SHIELD. SHIELD SHALL BE #18 GAUGE, GALVANIZED CONFIGURATION AND LOADING DESIGN REQUIREMENTS FOR EACH EACH ROOM, FOR EACH PIPE FUNCTION. FITTINGS SHALL BE MANUFACTURED FROM PVC COMPOUNDS AS STEEL, MINIMUM 120 DEGREE ARC, FORMED TO FIT INSULATION LOCATION; REPLACE IF NOT SUITABLE. FOLLOW MANUFACTURER'S SAFE IDENTIFIED IN ASTM D1784. SOLVENT CEMENT JOINTS SHALL BE MADE END OF SECTION UTILIZING ATWO-STEP PROCESS WITH PRIMER MANUFACTURED FOR THICKNESS AND 12 IN. LONG. TAPE SHIELDS TO PIPE INSULATION. LOADING RECOMMENDATIONS. SUSPEND WITH RODS OF SUFFICIENT LENGTH FOR SWING AND OF SIZE CALLED FOR, USING FOUR (4) NUTS PER THERMOPLASTIC PIPING AND SOLVENT CEMENT CONFORMING TO ASTM 3. PIPING 3 IN. AND LARGER: PIPE INSULATED WITH GLASS FIBER ROD. PROVIDE ADDITIONAL STRUCTURAL STEEL MEMBERS, HAVING ONE D2564. INSULATION SHALL BE PROTECTED AT POINT OF SUPPORT BY A COAT RUSTPROOF PAINT, WHERE REQUIRED FOR PROPER SUPPORT. 2.8 SPECIAL FITTINGS SHEET METAL SHIELD AND PIPE SUPPORT INSULATION INSERT(S) PROVIDE OVERSIZED HANGERS WHERE INSULATION/SUPPORTS MUST BETWEEN PIPE AND HANGER. SHIELD SHALL BE #18 GAUGE, PASS BETWEEN PIPE AND HANGER. PROVIDE CONTINUOUS SUPPORT OR A. CAST IRON TO LEAD PIPE: RED BRASS FERRULES AND WIPED JOINTS. GALVANIZED STEEL, MINIMUM 120 DEGREE ARC, FORMED TO FIT EXTRA SUPPORTS FOR PLASTIC PIPING PER MANUFACTURER'S CAULK FERRULE INTO CAST IRON HUB. INSULATION THICKNESS AND 12 IN. LONG. TAPE SHIELDS TO PIPE REQUIREMENTS. HANGERS, WHEN ATTACHED TO JOISTS, SHALL ONLY BE INSULATION. PROVIDE TEMPORARY BLOCKING TO MAINTAIN PLACED AT THE TOP OR BOTTOM CHORD PANEL POINT. ONLY B. COPPER TO CAST IRON: CAST BRONZE, CAST IRON TO SWEAT ADAPTER. PROPER SPACING FOR INSULATION. CONCENTRIC TYPE HANGERS ARE PERMISSIBLE ON PIPING LARGER THAT C. COPPER TO STEEL PIPING: J. PROVIDE CONTINUOUS SUPPORT FOR UNPIGMENTED POLYPROPYLENE 2-1/2 IN.; "C" TYPES ARE PERMITTED FOR PIPING 2 IN. AND SMALLER ON 1. CAST BRONZE COPPER TO IRON MALE OR FEMALE ADAPTER WITH PIPING. JOISTS. PROVIDE RISER CLAMPS FOR EACH RISER AT EACH FLOOR. USE SHOULDER FOR DRAINAGE PIPING ONLY. TRAPEZE HANGERS WHERE A GROUP OF PIPING CAN BE INSTALLED. 2. DIELECTRIC PIPEFITTINGS. !ARC!H iITET,P.+. AnD C H Ir F TDI � 0 I -DI 3 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK PUMP HOUSE 512 MAIN STREET WEST YARMOUTH, MA 02673 r ENG�NEEPiNG 'viecPonica 'Eleccricai Engineering Consuitants Cn�itat C rria ; Rach r �r ; 6uffaio ;h�racos= 433 TEJ A[['iZKIITF 411, .. g, 5 OFss ti O MI AE G Su Iv NO.5423 ISTO'�p k 6, DDA PROJECT #21-008 Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn Project Manager P.I.C. mlic BAB MKS SHEET TITLE SPECIFICATIONS SHEET NUMBER Pool N L K J H G F E ID C B A 2 3 4 5 6 7 8 9 10 11 12 13 14 15 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. INDEPENDENT TESTING LABORATORY FOR THROUGH -PENETRATION FIRESTOP SYSTEMS". THE SYSTEM SHALL MEET THE STANDARD FIRE TEST FOR THROUGH -PENETRATION FIRESTOP SYSTEMS DESIGNATED ASTM E814. FIRESTOP SYSTEM SEALS SHALL BE PROVIDED AT LOCATIONS WHERE PIPING PASS THROUGH FIRE RATED WALL, FLOOR/CEILING, OR CEILING/ROOF ASSEMBLY. MINIMUM REQUIRED FIRE RESISTANT RATINGS OF THE ASSEMBLY SHALL BE MAINTAINED BY THE FIRESTOP SYSTEM. INSTALLATION SHALL CONFORM WITH THE MANUFACTURER'S RECOMMENDATIONS AND OTHER REQUIREMENTS NECESSARY TO MEET THE TESTING LABORATORY'S LISTING FOR THE SPECIFIC INSTALLATION. 5 STACK SLEEVE PART 2 - PRODUCTS C. PRESS FITTINGS: COPPER PRESS FITTINGS SHALL CONFORM TO THE D. BEAM ATTACHMENTS: A. CAST IRON BODY WITH CAULKING RECESS, FLASHING CLAMP AND UNDER 2.1 GENERAL MATERIAL AND SIZING REQUIREMENTS OF ASME B16.18 OR ASME B16.22. DECK CLAMP. FINISH, A. PROVIDE MANUFACTURER'S STANDARD PRODUCTS OF CATEGORIES AND O-RINGS FOR COPPER PRESS FITTINGS SHALL BE EPDM. 1. " CLAMP STYLE, LOCKNUT, RESTRAINING STRAP, ELECTROPLATED TYPES REQUIRED FOR EACH APPLICATION. IN CASES WHERE THERE IS FNISH, UL LISTED, FM APPROVED FOR PIPE SIZES 2 IN. AND B. ACCEPTABLE MANUFACTURERS: JAY R. SMITH SERIES 1720, ZURN, WADE. D. ACCEPTABLE MANUFACTURERS: APOLLO, MUELLER, NIBCO, VIEGA. SMALLER. 2.16 STRAINERS MORE THAN ONE TYPE SPECIFIED FOR AN APPLICATION, SELECTION IS INSTALLER'S OPTION, BUT PROVIDE SINGLE SELECTION FOR EACH 2.4 CPVC DOMESTIC WATER PIPING 2. CENTER LOADED STYLE WITH CLAMP ATTACHMENTS THAT ENGAGE A. DESCRIPTION: Y-PATTERN, SELF-CLEANING, EXCEPT WHERE OTHERWISE PRODUCT CATEGORY. BOTH EDGES OF BEAM, ELECTROPLATED FINISH, UL LISTED, FM INDICATED, FULL SIZE OF CONNECTING PIPING, TYPE 304 STAINLESS B. ALL ADHESIVES USED FOR LABELS IN THE INTERIOR OF THE BUILDING A. ALL PIPE AND FITTINGS SHALL BE MANUFACTURED FROM CPVC APPROVED, FOR PIPE SIZES LARGER THAN 2 IN., REFER TO STEEL SCREENS, 125 LB. SWP, UNLESS OTHERWISE INDICATED. COMPOUND WITH A CELL CLASS OF 24448 FOR PIPE AND 23447 FOR "SUPPORTS" FOR ADDITIONAL REQUIREMENTS. SHALL COMPLY WITH THE MAXIMUM VOLATILE ORGANIC COMPOUND (VOC) FITTINGS AS PER ASTM D-1784; SHALL CONFORM TO NATIONAL B. COPPER PIPING 2-1/2 IN. AND SMALLER: LEAD FREE, CAST BRONZE BODY, LIMITS AS CALLED FOR IN THE CURRENT VERSION OF U.S. GREEN SANITATION FOUNDATION NSF STANDARDS 6 AND 14; AND SHALL BE E. INSERTS: CARBON STEEL BODY AND SQUARE INSERT NUT, GALVANIZED (NSF) THREADED ENDS, TAPPED RETAINER CAP WITH CLOSURE PLUG, 20 MESH BUILDING COUNCIL LEED CREDITS EQ 4.1 AND EQ 4.2. INTENDED FOR USE IN HOT AND COLD DOMESTIC WATER DISTRIBUTION FINISH, MAXIMUM LOADING 1300 LBS., FOR 3/8 IN. TO 3/4 IN. ROD SIZES, SCREEN, WATTS #LF777S. SYSTEMS. REINFORCING RODS ON BOTH SIDES, MSS-SP-69 TYPE 19 OR APPROVED 2.2 PIPING IDENTIFICATION EQUAL. C. PIPING 3 IN. AND LARGER, COLD WATER APPLICATIONS: LEAD FREE, CAST A. IDENTIFICATION TYPES: B. 1/2 IN. THROUGH 2 IN. SIZES: CPVC COPPER TUBE SIZE, STANDARD F. SUPPORTS: IRON BODY, FLANGED ENDS, STANDARD SCREEN OPENINGS, FDA DIMENSION RATIO (SDR) 11 CONFORMING TO ASTM D-2846. TRANSITION APPROVED EPDXY COATING, TAPPED RETAINER CAP AND GASKET WITH 1. PRESSURE SENSITIVE TYPE: PROVIDE MANUFACTURER'S FITTINGS SHALL HAVE BRASS MALE OR FEMALE CONNECTIONS WITH 1. PROVIDE INTERMEDIATE STRUCTURAL STEEL MEMBERS WHERE CLOSURE PLUG; WATTS #77F-DI-FDA-125. STANDARD PRE-PRINTED, PERMANENT ADHESIVE, COLOR CODED, INTEGRAL CPVC SOCKET CONNECTIONS; CHARLOTTE PIPE AND FOUNDRY REQUIRED FOR HANGER ATTACHMENT. MEMBERS SHALL SPAN PRESSURE SENSITIVE VINYL PIPE MARKERS COMPLYING WITH ANSI CO. FLOWGUARD GOLD OR APPROVED EQUAL. ACROSS THE BAR JOISTS AT PANEL POINTS OF JOISTS. SECURE 2.17 PIPING MATERIALS AND SCHEDULE A13.1. PROVIDE A 360° WRAP OF FLOW ARROW TAPE AT EACH END C. 3 IN. THROUGH 6 IN. SIZES: CPVC SCHEDULE 80 IRON PIPE SIZE (IPS) MEMBER TO STRUCTURE. SELECT SIZE OF MEMBERS BASED ON A A. SEE EXHIBIT "A", "SCHEDULE OF PIPING MATERIALS" AT END OF THIS OF PIPE LABEL. CONFORMING TO ASTM F-441. SOCKET TYPE FITTINGS SHALL CONFORM MINIMUM FACTOR OF SAFETY OF FOUR. SECTION FOR (PLUMBING) PIPING. TO ASTM F-439. TRANSITION TO METAL PIPING SHALL BE MADE USING 150# 2. FOR WEIGHTS UNDER 1000 LBS.: "DRILL -IN" INSERTS, "U" SHAPED B. SEE EXHIBIT "B", "TESTING" AT END OF THIS SECTION. B. LETTERING: FLANGED CONNECTIONS. CHANNEL, BEAM CLAMPS OR OTHER STRUCTURALLY REVIEWED 1. PIPING LABELING SHALL CONFORM TO THE FOLLOWING LIST: D. ALL PIPE AND FITTINGS SHALL BE PRODUCED BY A SINGLE SUPPORT. THE FACTOR OF SAFETY SHALL BE AT LEAST FOUR. PART 3 - EXECUTION MANUFACTURER AND INSTALLED IN ACCORDANCE WITH FOLLOW MANUFACTURER'S RECOMMENDATIONS. PIPE FUNCTION IDENTIFICATION COLD WATER DOMESTIC COLD WATER HOT WATER DOMESTIC HOT WATER SANITARY WASTE SANITARY WASTE INDIRECT WASTE INDIRECT WASTE VENT IVENT PUMP DISCHARGE I PUMP DISCHARGE El 3.1 EQUIPMENT AND SYSTEMS MANUFACTURER'S RECOMMENDATIONS AND LOCAL CODE REQUIREMENTS. PIPING SHALL BE INSTALLED USING APPROVED SOLVENT 3. FOR WEIGHTS ABOVE 1000 LBS.: DRILL THROUGH FLOOR SLABS A. INSTALL EQUIPMENT AND SYSTEMS IN ACCORDANCE WITH PROVISIONS PROVIDE ADDITIONAL "DRILL -IN" INSERTS AND HANGERS TO CEMENT CONFORMING TO ASTM F-493 AND PRIMER CONFORMING TO AND PROVIDE FLAT FLUSH PLATE WELDED TO TOP ROD OR OF EACH APPLICABLE SECTION OF THESE SPECIFICATIONS, AND ASTM F-656 AND IN ACCORDANCE WITH MANUFACTURER'S LOCAL/STATE CODES/REGULATIONS HAVING JURISDICTION. ACCURATELY RECOMMENDATIONS. REDUCE LOAD PER HANGER BELOW 1000 LBS. ESTABLISH GRADE AND ELEVATION OF PIPING BEFORE SETTING SLEEVES. 4. FOR METAL DECKS: DRILL HOLE THROUGH FOR HANGER RODS INSTALL PIPING WITHOUT SPRINGING OR FORCING, EXCEPT WHERE .5 PEX DOMESTIC WATER PIPING AND IMBED A WELDED PLATE IN CONCRETE OR USE DEVICES SPECIFICALLY CALLED FOR, MAKING PROPER ALLOWANCE FOR A. PIPE: CROSS -LINKED, HIGH DENSITY, POLYETHYLENE TUBING FOR DESIGNED FOR THIS APPLICATION, WITH A SAFETY FACTOR OF EXPANSION AND ANCHORING. CHANGES IN SIZES SHALL BE MADE WITH 2.3 VALVE IDENTIFICATION POTABLE WATER. ASTM F-876/F-877; ANSI/NSF 61. PLANS SHOW NOMINAL FOUR. REDUCING FITTINGS. REDUCING COUPLINGS ARE NOT ACCEPTABLE. TUBE SIZES. ARRANGE PIPING AT EQUIPMENT WITH NECESSARY OFFSETS, UNIONS, A. VALVE TAGS: 5. FOR WOOD CONSTRUCTION: PROVIDE HANGERS AND SUPPORTS FLANGES, AND VALVES, TO ALLOW FOR EASY PART REMOVAL AND B. MANIFOLDS: COPPER MANIFOLD WITH SWEAT ENDS AND 24-3/4 IN. DESIGNED FOR ATTACHMENT TO WOOD CONSTRUCTION. MAINTENANCE. OFFSET PIPING AND CHANGE ELEVATION AS REQUIRED 1. STANDARD BRASS VALVE TAGS, 2 IN. DIAMETER WITH 1/2 IN. HIGH OUTLETS ON 3 IN. CENTERS. PROVIDE REDUCING COUPLINGS AS TO COORDINATE WITH OTHER WORK. AVOID CONTACT WITH OTHER BLACK -FILLED NUMERALS. ATTACH TO VALVE WITH BRASS JACK 6. ACCEPTABLE MANUFACTURERS: HILTI, ITW RAMSET, PHILLIPS "RED REQUIRED FOR INDIVIDUAL OUTLETS. MECHANICAL OR ELECTRICAL SYSTEMS. PROVIDE ADEQUATE MEANS OF CHAIN AND "S" HOOK. IDENTIFY BETWEEN HEATING AND PLUMBING HEAD" OR APPROVED EQUAL. DRAINING AND VENTING UNITS, RISERS, CIRCUITS AND SYSTEMS. SERVICES WITH 1/4 IN. LETTERS ABOVE THE VALVE NUMBER. C. VALVES: BRASS BODY BALL VALVES WITH SWEAT X PEX COMPRESSION G. TRAPEZE HANGERS: CONCEAL PIPING UNLESS OTHERWISE CALLED FOR. COPPER TUBING ENDS RATED FOR 250 PSI AND 250°F. PROVIDE CRIMP RING FOR PEX SHALL BE CUT WITH A WHEELED TUBING CUTTER OR OTHER APPROVED 2. ACCEPTABLE MANUFACTURERS: SETON STYLE NO. M4507, OR COMPRESSION CONNECTIONS. 1. FOR PLUMBING SYSTEMS ONLY. APPROVED EQUAL. COPPER TUBING CUTTER TOOL. THE TUBING MUST BE CUT SQUARE TO D. ACCEPTABLE MANUFACTURERS: WIRSBO, VIEGA, ZURN OR APPROVED 2. HANGERS SHALL BE SUPPORTED WITH ROD SIZED WITH A SAFETY PERMIT PROPER JOINING WITH THE FITTINGS. REAM PIPES AFTER B. VALVE CHART: EQUAL. FACTOR OF FOUR. CUTTING AND CLEAN BEFORE INSTALLING. CAP OR PLUG EQUIPMENT AND PIPE OPENINGS DURING CONSTRUCTION. INSTALL PIPING PARALLEL WITH 1. PROVIDE VALVE CHART FOR ALL VALVES PROVIDED AS A PART OF 2.6 COPPER TUBE AND FITTINGS - GROOVED MECHANICAL CONNECTIONS 3. MAY BE MANUFACTURED TYPE "U" SHAPED CHANNEL, OR SUITABLE LINES OF BUILDING, PROPERLY SPACED TO PROVIDE CLEARANCE FOR THIS PROJECT. FRAME AND PLACE UNDER CLEAR GLASS. MOUNT ANGLE IRON OR CHANNEL. ROUND OFF ALL SHARP EDGES. INSULATION. MAKE CHANGES IN DIRECTION AND BRANCH CONNECTIONS IN MECHANICAL ROOM. A. PIPE: ASTM B88, TYPE K OR L, HARD TEMPER. WITH FITTINGS. DO NOT INSTALL VALVES, UNIONS AND FLANGES IN 4. SECURELY FASTEN PIPING TO TRAPEZE WITH "U" BOLT OR PIPE INACCESSIBLE LOCATIONS. MATERIALS WITHIN A SYSTEM AND BETWEEN 2.4 EQUIPMENT IDENTIFICATION B. FITTINGS: WROUGHT COPPER, ROLL GROOVED MECHANICAL CLAMPS, DISSIMILAR METALS SHALL NOT TOUCH, USE ISOLATION SYSTEMS SHALL BE CONSISTENT. IF THIS IS NOT POSSIBLE, INSTALL CONNECTIONS, ASTM B-75, ANSI B16.22 FOR 4 IN. SIZE. CAST BRONZE, GASKETS, SIMILAR TO HOLDRITE STRUT -MOUNTED CUSHION A. GENERAL: ROLLED GROOVED MECHANICAL CONNECTIONS, ASTM B-584, ANSI B16.18 DIELECTRIC FITTINGS. FOR SIZES 5 IN. - 81N. CLAMPS. FASTEN PIPING TO TRAPEZE AT EVERY THIRD SUPPORT, 1. PROVIDE ENGRAVED VINYL NAMEPLATES FOR EACH MAJOR PIECE EXCEPT UNINSULATED PIPING WHICH SHALL BE FASTENED AT 3.2 PIPING OVER ELECTRICAL EQUIPMENT OF MECHANICAL EQUIPMENT PROVIDED, 2-1/2 IN. X 3/4 IN. SIZE. C. COUPLINGS: DUCTILE IRON, ASTM A-536, WITH COPPER COLORED ALKYD EVERY SUPPORT USING STRUT -MOUNTED CUSHION CLAMPS. A. CONTRACTOR SHALL ROUTE PIPING TO AVOID INSTALLATION DIRECTLY 2. ACCEPTABLE MANUFACTURERS: SETON STYLE NO. M4562, OR ENAMEL FINISH, DESIGNED FOR ROLLED GROOVED PIPING. 5. ACCEPTABLE MANUFACTURERS: B-LINE, HOLDRITE, KINDORF, OVER ELECTRIC EQUIPMENT, INCLUDING, BUT NOT LIMITED TO PANELS, APPROVED EQUAL. D. GASKETS: GRADE "E" EPDM SYNTHETIC RUBBER, COPPER COLOR UNISTRUT OR APPROVED EQUAL. TRANSFORMERS, DISCONNECTS, STARTERS, MOTOR CONTROL CENTER, 2.5 ABOVE CEILING EQUIPMENT LOCATOR CODED, -30°F TO 230°F TEMPERATURE RANGE, SUITABLE FOR WATER H. CABINET PIPE SPACE SUPPORTS: ADJUSTABLE SPEED DRIVES AND FUSED SWITCHES. . SERVICE. B. PIPING SHALL NOT BE INSTALLED IN THE DEDICATED ELECTRIC AND A. 3/4 IN. DIAMETER ADHESIVE STICKERS PLACED ON CEILING GRID AND 1. PIPING BELOW CASEWORK COUNTERTOPS WITHIN SPACE BEHIND WORKING SPACE AS DEFINED BY NEC 110. DEDICATED ELECTRICAL COLOR -CODED. E. BOLTS AND NUTS: HEAT TREATED, HEX HEAD CARBON STEEL, ASTM A183, CABINET SHALL BE SUPPORTED USING CONTINUOUS SLOT METAL SPACE IS GENERALLY EQUAL TO THE DEPTH AND WIDTH OF ELECTRICAL CADMIUM PLATED OR ZINC ELECTROPLATED FINISH. CHANNELS WITH PIPE CLAMPS. EQUIPMENT, AND EXTENDS 6 FT. ABOVE THE ELECTRICAL EQUIPMENT, OR B. THE COLOR FOR ALL PLUMBING VALVES SHALL BE BLUE. F. DESIGN EQUIPMENT: VICTAULIC STYLE 606 COUPLINGS. 2. ACCEPTABLE MANUFACTURERS: B-LINE, KINDORF, UNISTRUT OR TO A STRUCTURAL CEILING. DEDICATED WORKING SPACE IS A MINIMUM PART 3 - EXECUTION OF 30 IN. WIDE OR THE WIDTH OF EQUIPMENT (WHICHEVER IS LARGER) A G. ACCEPTABLE MANUFACTURERS: GRINNELL, GRUVLOK, VICTAULIC. APPROVED EQUAL. MINIMUM OF 6 FT.-6 IN. TALL, WITH A DEPTH OF 3FT. TO 9 FT. DEPENDING 3.1 GENERAL I. HANGER INSULATION SHIELDS: ON THE VOLTAGE. 2.7 PVC SOLID WALL PIPE AND FITTINGS - DWV SYSTEM A. PROVIDE VALVE TAGS FOR ALL VALVES PROVIDED ON PROJECT. A. PIPE: PVC SCHEDULE 40 SOLID WALL PIPE, IRON PIPE SIZE CONFORMING 1. HANGER INSULATION SHIELDS SHALL BE PROVIDED FOR ALL 3.3 HANGERS, INSERTS AND SUPPORTS B. PROVIDE EQUIPMENT TAGS FOR ALL EQUIPMENT PROVIDED ON PROJECT. TO ASTM D1785 AND ASTM D2665. PIPE SHALL BE MANUFACTURED FROM WATER AND STORM WATER PIPING. HANGERS SHALL ATTACH A. PIPING SHALL NOT BE SUPPORTED BY WIRES, BAND IRON, CHAINS, FROM PVC COMPOUNDS AS IDENTIFIED IN ASTM D1784. BOTH PIPE AND FITTINGS DIRECTLY TO PIPE FOR ALL REMAINING SERVICES. OTHER PIPING, OR BY VERTICAL EXPANSION BOLTS. SUPPORT PIPING C. PROVIDE PIPING IDENTIFICATION WITH DIRECTIONAL FLOW ARROWS FOR SHALL CONFORM TO NATIONAL SANITATION FOUNDATION STANDARD 14. 2. PIPING 2 IN. AND SMALLER: PIPE INSULATED WITH GLASS FIBER WITH INDIVIDUAL HANGERS FROM CONCRETE INSERTS, WOOD ALL PIPING ON PROJECT, MAXIMUM INTERVALS OF 20'-0". FOR PIPING INSULATION SHALL BE PROTECTED AT POINT OF SUPPORT BY A CONSTRUCTION, WELDED SUPPORTS, OR BEAMS CLAMPS OF PROPER INSTALLED THROUGH ROOMS, PROVIDE AT LEAST ONE (1) PIPE LABEL IN B. FITTINGS: TYPE DWV, SOCKET TYPE CONFORMING TO ASTM D2665. SHEET METAL SHIELD. SHIELD SHALL BE #18 GAUGE, GALVANIZED CONFIGURATION AND LOADING DESIGN REQUIREMENTS FOR EACH EACH ROOM, FOR EACH PIPE FUNCTION. FITTINGS SHALL BE MANUFACTURED FROM PVC COMPOUNDS AS STEEL, MINIMUM 120 DEGREE ARC, FORMED TO FIT INSULATION LOCATION; REPLACE IF NOT SUITABLE. FOLLOW MANUFACTURER'S SAFE IDENTIFIED IN ASTM D1784. SOLVENT CEMENT JOINTS SHALL BE MADE END OF SECTION UTILIZING ATWO-STEP PROCESS WITH PRIMER MANUFACTURED FOR THICKNESS AND 12 IN. LONG. TAPE SHIELDS TO PIPE INSULATION. LOADING RECOMMENDATIONS. SUSPEND WITH RODS OF SUFFICIENT LENGTH FOR SWING AND OF SIZE CALLED FOR, USING FOUR (4) NUTS PER THERMOPLASTIC PIPING AND SOLVENT CEMENT CONFORMING TO ASTM 3. PIPING 3 IN. AND LARGER: PIPE INSULATED WITH GLASS FIBER ROD. PROVIDE ADDITIONAL STRUCTURAL STEEL MEMBERS, HAVING ONE D2564. INSULATION SHALL BE PROTECTED AT POINT OF SUPPORT BY A COAT RUSTPROOF PAINT, WHERE REQUIRED FOR PROPER SUPPORT. 2.8 SPECIAL FITTINGS SHEET METAL SHIELD AND PIPE SUPPORT INSULATION INSERT(S) PROVIDE OVERSIZED HANGERS WHERE INSULATION/SUPPORTS MUST BETWEEN PIPE AND HANGER. SHIELD SHALL BE #18 GAUGE, PASS BETWEEN PIPE AND HANGER. PROVIDE CONTINUOUS SUPPORT OR A. CAST IRON TO LEAD PIPE: RED BRASS FERRULES AND WIPED JOINTS. GALVANIZED STEEL, MINIMUM 120 DEGREE ARC, FORMED TO FIT EXTRA SUPPORTS FOR PLASTIC PIPING PER MANUFACTURER'S CAULK FERRULE INTO CAST IRON HUB. INSULATION THICKNESS AND 12 IN. LONG. TAPE SHIELDS TO PIPE REQUIREMENTS. HANGERS, WHEN ATTACHED TO JOISTS, SHALL ONLY BE INSULATION. PROVIDE TEMPORARY BLOCKING TO MAINTAIN PLACED AT THE TOP OR BOTTOM CHORD PANEL POINT. ONLY B. COPPER TO CAST IRON: CAST BRONZE, CAST IRON TO SWEAT ADAPTER. PROPER SPACING FOR INSULATION. CONCENTRIC TYPE HANGERS ARE PERMISSIBLE ON PIPING LARGER THAT C. COPPER TO STEEL PIPING: J. PROVIDE CONTINUOUS SUPPORT FOR UNPIGMENTED POLYPROPYLENE 2-1/2 IN.; "C" TYPES ARE PERMITTED FOR PIPING 2 IN. AND SMALLER ON 1. CAST BRONZE COPPER TO IRON MALE OR FEMALE ADAPTER WITH PIPING. JOISTS. PROVIDE RISER CLAMPS FOR EACH RISER AT EACH FLOOR. USE SHOULDER FOR DRAINAGE PIPING ONLY. TRAPEZE HANGERS WHERE A GROUP OF PIPING CAN BE INSTALLED. 2. DIELECTRIC PIPEFITTINGS. !ARC!H iITET,P.+. AnD C H Ir F TDI � 0 I -DI 3 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK PUMP HOUSE 512 MAIN STREET WEST YARMOUTH, MA 02673 r ENG�NEEPiNG 'viecPonica 'Eleccricai Engineering Consuitants Cn�itat C rria ; Rach r �r ; 6uffaio ;h�racos= 433 TEJ A[['iZKIITF 411, .. g, 5 OFss ti O MI AE G Su Iv NO.5423 ISTO'�p k 6, DDA PROJECT #21-008 Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn Project Manager P.I.C. mlic BAB MKS SHEET TITLE SPECIFICATIONS SHEET NUMBER Pool N L K J H G F E ID C B A 2 3 4 5 6 7 8 9 10 11 12 13 14 15 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. PIPE FUNCTION IDENTIFICATION COLD WATER DOMESTIC COLD WATER HOT WATER DOMESTIC HOT WATER SANITARY WASTE SANITARY WASTE INDIRECT WASTE INDIRECT WASTE VENT IVENT PUMP DISCHARGE I PUMP DISCHARGE El 3.1 EQUIPMENT AND SYSTEMS MANUFACTURER'S RECOMMENDATIONS AND LOCAL CODE REQUIREMENTS. PIPING SHALL BE INSTALLED USING APPROVED SOLVENT 3. FOR WEIGHTS ABOVE 1000 LBS.: DRILL THROUGH FLOOR SLABS A. INSTALL EQUIPMENT AND SYSTEMS IN ACCORDANCE WITH PROVISIONS PROVIDE ADDITIONAL "DRILL -IN" INSERTS AND HANGERS TO CEMENT CONFORMING TO ASTM F-493 AND PRIMER CONFORMING TO AND PROVIDE FLAT FLUSH PLATE WELDED TO TOP ROD OR OF EACH APPLICABLE SECTION OF THESE SPECIFICATIONS, AND ASTM F-656 AND IN ACCORDANCE WITH MANUFACTURER'S LOCAL/STATE CODES/REGULATIONS HAVING JURISDICTION. ACCURATELY RECOMMENDATIONS. REDUCE LOAD PER HANGER BELOW 1000 LBS. ESTABLISH GRADE AND ELEVATION OF PIPING BEFORE SETTING SLEEVES. 4. FOR METAL DECKS: DRILL HOLE THROUGH FOR HANGER RODS INSTALL PIPING WITHOUT SPRINGING OR FORCING, EXCEPT WHERE .5 PEX DOMESTIC WATER PIPING AND IMBED A WELDED PLATE IN CONCRETE OR USE DEVICES SPECIFICALLY CALLED FOR, MAKING PROPER ALLOWANCE FOR A. PIPE: CROSS -LINKED, HIGH DENSITY, POLYETHYLENE TUBING FOR DESIGNED FOR THIS APPLICATION, WITH A SAFETY FACTOR OF EXPANSION AND ANCHORING. CHANGES IN SIZES SHALL BE MADE WITH 2.3 VALVE IDENTIFICATION POTABLE WATER. ASTM F-876/F-877; ANSI/NSF 61. PLANS SHOW NOMINAL FOUR. REDUCING FITTINGS. REDUCING COUPLINGS ARE NOT ACCEPTABLE. TUBE SIZES. ARRANGE PIPING AT EQUIPMENT WITH NECESSARY OFFSETS, UNIONS, A. VALVE TAGS: 5. FOR WOOD CONSTRUCTION: PROVIDE HANGERS AND SUPPORTS FLANGES, AND VALVES, TO ALLOW FOR EASY PART REMOVAL AND B. MANIFOLDS: COPPER MANIFOLD WITH SWEAT ENDS AND 24-3/4 IN. DESIGNED FOR ATTACHMENT TO WOOD CONSTRUCTION. MAINTENANCE. OFFSET PIPING AND CHANGE ELEVATION AS REQUIRED 1. STANDARD BRASS VALVE TAGS, 2 IN. DIAMETER WITH 1/2 IN. HIGH OUTLETS ON 3 IN. CENTERS. PROVIDE REDUCING COUPLINGS AS TO COORDINATE WITH OTHER WORK. AVOID CONTACT WITH OTHER BLACK -FILLED NUMERALS. ATTACH TO VALVE WITH BRASS JACK 6. ACCEPTABLE MANUFACTURERS: HILTI, ITW RAMSET, PHILLIPS "RED REQUIRED FOR INDIVIDUAL OUTLETS. MECHANICAL OR ELECTRICAL SYSTEMS. PROVIDE ADEQUATE MEANS OF CHAIN AND "S" HOOK. IDENTIFY BETWEEN HEATING AND PLUMBING HEAD" OR APPROVED EQUAL. DRAINING AND VENTING UNITS, RISERS, CIRCUITS AND SYSTEMS. SERVICES WITH 1/4 IN. LETTERS ABOVE THE VALVE NUMBER. C. VALVES: BRASS BODY BALL VALVES WITH SWEAT X PEX COMPRESSION G. TRAPEZE HANGERS: CONCEAL PIPING UNLESS OTHERWISE CALLED FOR. COPPER TUBING ENDS RATED FOR 250 PSI AND 250°F. PROVIDE CRIMP RING FOR PEX SHALL BE CUT WITH A WHEELED TUBING CUTTER OR OTHER APPROVED 2. ACCEPTABLE MANUFACTURERS: SETON STYLE NO. M4507, OR COMPRESSION CONNECTIONS. 1. FOR PLUMBING SYSTEMS ONLY. APPROVED EQUAL. COPPER TUBING CUTTER TOOL. THE TUBING MUST BE CUT SQUARE TO D. ACCEPTABLE MANUFACTURERS: WIRSBO, VIEGA, ZURN OR APPROVED 2. HANGERS SHALL BE SUPPORTED WITH ROD SIZED WITH A SAFETY PERMIT PROPER JOINING WITH THE FITTINGS. REAM PIPES AFTER B. VALVE CHART: EQUAL. FACTOR OF FOUR. CUTTING AND CLEAN BEFORE INSTALLING. CAP OR PLUG EQUIPMENT AND PIPE OPENINGS DURING CONSTRUCTION. INSTALL PIPING PARALLEL WITH 1. PROVIDE VALVE CHART FOR ALL VALVES PROVIDED AS A PART OF 2.6 COPPER TUBE AND FITTINGS - GROOVED MECHANICAL CONNECTIONS 3. MAY BE MANUFACTURED TYPE "U" SHAPED CHANNEL, OR SUITABLE LINES OF BUILDING, PROPERLY SPACED TO PROVIDE CLEARANCE FOR THIS PROJECT. FRAME AND PLACE UNDER CLEAR GLASS. MOUNT ANGLE IRON OR CHANNEL. ROUND OFF ALL SHARP EDGES. INSULATION. MAKE CHANGES IN DIRECTION AND BRANCH CONNECTIONS IN MECHANICAL ROOM. A. PIPE: ASTM B88, TYPE K OR L, HARD TEMPER. WITH FITTINGS. DO NOT INSTALL VALVES, UNIONS AND FLANGES IN 4. SECURELY FASTEN PIPING TO TRAPEZE WITH "U" BOLT OR PIPE INACCESSIBLE LOCATIONS. MATERIALS WITHIN A SYSTEM AND BETWEEN 2.4 EQUIPMENT IDENTIFICATION B. FITTINGS: WROUGHT COPPER, ROLL GROOVED MECHANICAL CLAMPS, DISSIMILAR METALS SHALL NOT TOUCH, USE ISOLATION SYSTEMS SHALL BE CONSISTENT. IF THIS IS NOT POSSIBLE, INSTALL CONNECTIONS, ASTM B-75, ANSI B16.22 FOR 4 IN. SIZE. CAST BRONZE, GASKETS, SIMILAR TO HOLDRITE STRUT -MOUNTED CUSHION A. GENERAL: ROLLED GROOVED MECHANICAL CONNECTIONS, ASTM B-584, ANSI B16.18 DIELECTRIC FITTINGS. FOR SIZES 5 IN. - 81N. CLAMPS. FASTEN PIPING TO TRAPEZE AT EVERY THIRD SUPPORT, 1. PROVIDE ENGRAVED VINYL NAMEPLATES FOR EACH MAJOR PIECE EXCEPT UNINSULATED PIPING WHICH SHALL BE FASTENED AT 3.2 PIPING OVER ELECTRICAL EQUIPMENT OF MECHANICAL EQUIPMENT PROVIDED, 2-1/2 IN. X 3/4 IN. SIZE. C. COUPLINGS: DUCTILE IRON, ASTM A-536, WITH COPPER COLORED ALKYD EVERY SUPPORT USING STRUT -MOUNTED CUSHION CLAMPS. A. CONTRACTOR SHALL ROUTE PIPING TO AVOID INSTALLATION DIRECTLY 2. ACCEPTABLE MANUFACTURERS: SETON STYLE NO. M4562, OR ENAMEL FINISH, DESIGNED FOR ROLLED GROOVED PIPING. 5. ACCEPTABLE MANUFACTURERS: B-LINE, HOLDRITE, KINDORF, OVER ELECTRIC EQUIPMENT, INCLUDING, BUT NOT LIMITED TO PANELS, APPROVED EQUAL. D. GASKETS: GRADE "E" EPDM SYNTHETIC RUBBER, COPPER COLOR UNISTRUT OR APPROVED EQUAL. TRANSFORMERS, DISCONNECTS, STARTERS, MOTOR CONTROL CENTER, 2.5 ABOVE CEILING EQUIPMENT LOCATOR CODED, -30°F TO 230°F TEMPERATURE RANGE, SUITABLE FOR WATER H. CABINET PIPE SPACE SUPPORTS: ADJUSTABLE SPEED DRIVES AND FUSED SWITCHES. . SERVICE. B. PIPING SHALL NOT BE INSTALLED IN THE DEDICATED ELECTRIC AND A. 3/4 IN. DIAMETER ADHESIVE STICKERS PLACED ON CEILING GRID AND 1. PIPING BELOW CASEWORK COUNTERTOPS WITHIN SPACE BEHIND WORKING SPACE AS DEFINED BY NEC 110. DEDICATED ELECTRICAL COLOR -CODED. E. BOLTS AND NUTS: HEAT TREATED, HEX HEAD CARBON STEEL, ASTM A183, CABINET SHALL BE SUPPORTED USING CONTINUOUS SLOT METAL SPACE IS GENERALLY EQUAL TO THE DEPTH AND WIDTH OF ELECTRICAL CADMIUM PLATED OR ZINC ELECTROPLATED FINISH. CHANNELS WITH PIPE CLAMPS. EQUIPMENT, AND EXTENDS 6 FT. ABOVE THE ELECTRICAL EQUIPMENT, OR B. THE COLOR FOR ALL PLUMBING VALVES SHALL BE BLUE. F. DESIGN EQUIPMENT: VICTAULIC STYLE 606 COUPLINGS. 2. ACCEPTABLE MANUFACTURERS: B-LINE, KINDORF, UNISTRUT OR TO A STRUCTURAL CEILING. DEDICATED WORKING SPACE IS A MINIMUM PART 3 - EXECUTION OF 30 IN. WIDE OR THE WIDTH OF EQUIPMENT (WHICHEVER IS LARGER) A G. ACCEPTABLE MANUFACTURERS: GRINNELL, GRUVLOK, VICTAULIC. APPROVED EQUAL. MINIMUM OF 6 FT.-6 IN. TALL, WITH A DEPTH OF 3FT. TO 9 FT. DEPENDING 3.1 GENERAL I. HANGER INSULATION SHIELDS: ON THE VOLTAGE. 2.7 PVC SOLID WALL PIPE AND FITTINGS - DWV SYSTEM A. PROVIDE VALVE TAGS FOR ALL VALVES PROVIDED ON PROJECT. A. PIPE: PVC SCHEDULE 40 SOLID WALL PIPE, IRON PIPE SIZE CONFORMING 1. HANGER INSULATION SHIELDS SHALL BE PROVIDED FOR ALL 3.3 HANGERS, INSERTS AND SUPPORTS B. PROVIDE EQUIPMENT TAGS FOR ALL EQUIPMENT PROVIDED ON PROJECT. TO ASTM D1785 AND ASTM D2665. PIPE SHALL BE MANUFACTURED FROM WATER AND STORM WATER PIPING. HANGERS SHALL ATTACH A. PIPING SHALL NOT BE SUPPORTED BY WIRES, BAND IRON, CHAINS, FROM PVC COMPOUNDS AS IDENTIFIED IN ASTM D1784. BOTH PIPE AND FITTINGS DIRECTLY TO PIPE FOR ALL REMAINING SERVICES. OTHER PIPING, OR BY VERTICAL EXPANSION BOLTS. SUPPORT PIPING C. PROVIDE PIPING IDENTIFICATION WITH DIRECTIONAL FLOW ARROWS FOR SHALL CONFORM TO NATIONAL SANITATION FOUNDATION STANDARD 14. 2. PIPING 2 IN. AND SMALLER: PIPE INSULATED WITH GLASS FIBER WITH INDIVIDUAL HANGERS FROM CONCRETE INSERTS, WOOD ALL PIPING ON PROJECT, MAXIMUM INTERVALS OF 20'-0". FOR PIPING INSULATION SHALL BE PROTECTED AT POINT OF SUPPORT BY A CONSTRUCTION, WELDED SUPPORTS, OR BEAMS CLAMPS OF PROPER INSTALLED THROUGH ROOMS, PROVIDE AT LEAST ONE (1) PIPE LABEL IN B. FITTINGS: TYPE DWV, SOCKET TYPE CONFORMING TO ASTM D2665. SHEET METAL SHIELD. SHIELD SHALL BE #18 GAUGE, GALVANIZED CONFIGURATION AND LOADING DESIGN REQUIREMENTS FOR EACH EACH ROOM, FOR EACH PIPE FUNCTION. FITTINGS SHALL BE MANUFACTURED FROM PVC COMPOUNDS AS STEEL, MINIMUM 120 DEGREE ARC, FORMED TO FIT INSULATION LOCATION; REPLACE IF NOT SUITABLE. FOLLOW MANUFACTURER'S SAFE IDENTIFIED IN ASTM D1784. SOLVENT CEMENT JOINTS SHALL BE MADE END OF SECTION UTILIZING ATWO-STEP PROCESS WITH PRIMER MANUFACTURED FOR THICKNESS AND 12 IN. LONG. TAPE SHIELDS TO PIPE INSULATION. LOADING RECOMMENDATIONS. SUSPEND WITH RODS OF SUFFICIENT LENGTH FOR SWING AND OF SIZE CALLED FOR, USING FOUR (4) NUTS PER THERMOPLASTIC PIPING AND SOLVENT CEMENT CONFORMING TO ASTM 3. PIPING 3 IN. AND LARGER: PIPE INSULATED WITH GLASS FIBER ROD. PROVIDE ADDITIONAL STRUCTURAL STEEL MEMBERS, HAVING ONE D2564. INSULATION SHALL BE PROTECTED AT POINT OF SUPPORT BY A COAT RUSTPROOF PAINT, WHERE REQUIRED FOR PROPER SUPPORT. 2.8 SPECIAL FITTINGS SHEET METAL SHIELD AND PIPE SUPPORT INSULATION INSERT(S) PROVIDE OVERSIZED HANGERS WHERE INSULATION/SUPPORTS MUST BETWEEN PIPE AND HANGER. SHIELD SHALL BE #18 GAUGE, PASS BETWEEN PIPE AND HANGER. PROVIDE CONTINUOUS SUPPORT OR A. CAST IRON TO LEAD PIPE: RED BRASS FERRULES AND WIPED JOINTS. GALVANIZED STEEL, MINIMUM 120 DEGREE ARC, FORMED TO FIT EXTRA SUPPORTS FOR PLASTIC PIPING PER MANUFACTURER'S CAULK FERRULE INTO CAST IRON HUB. INSULATION THICKNESS AND 12 IN. LONG. TAPE SHIELDS TO PIPE REQUIREMENTS. HANGERS, WHEN ATTACHED TO JOISTS, SHALL ONLY BE INSULATION. PROVIDE TEMPORARY BLOCKING TO MAINTAIN PLACED AT THE TOP OR BOTTOM CHORD PANEL POINT. ONLY B. COPPER TO CAST IRON: CAST BRONZE, CAST IRON TO SWEAT ADAPTER. PROPER SPACING FOR INSULATION. CONCENTRIC TYPE HANGERS ARE PERMISSIBLE ON PIPING LARGER THAT C. COPPER TO STEEL PIPING: J. PROVIDE CONTINUOUS SUPPORT FOR UNPIGMENTED POLYPROPYLENE 2-1/2 IN.; "C" TYPES ARE PERMITTED FOR PIPING 2 IN. AND SMALLER ON 1. CAST BRONZE COPPER TO IRON MALE OR FEMALE ADAPTER WITH PIPING. JOISTS. PROVIDE RISER CLAMPS FOR EACH RISER AT EACH FLOOR. USE SHOULDER FOR DRAINAGE PIPING ONLY. TRAPEZE HANGERS WHERE A GROUP OF PIPING CAN BE INSTALLED. 2. DIELECTRIC PIPEFITTINGS. !ARC!H iITET,P.+. AnD C H Ir F TDI � 0 I -DI 3 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK PUMP HOUSE 512 MAIN STREET WEST YARMOUTH, MA 02673 r ENG�NEEPiNG 'viecPonica 'Eleccricai Engineering Consuitants Cn�itat C rria ; Rach r �r ; 6uffaio ;h�racos= 433 TEJ A[['iZKIITF 411, .. g, 5 OFss ti O MI AE G Su Iv NO.5423 ISTO'�p k 6, DDA PROJECT #21-008 Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn Project Manager P.I.C. mlic BAB MKS SHEET TITLE SPECIFICATIONS SHEET NUMBER Pool N L K J H G F E ID C B A 2 3 4 5 6 7 8 9 10 11 12 13 14 15 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. 3.1 EQUIPMENT AND SYSTEMS MANUFACTURER'S RECOMMENDATIONS AND LOCAL CODE REQUIREMENTS. PIPING SHALL BE INSTALLED USING APPROVED SOLVENT 3. FOR WEIGHTS ABOVE 1000 LBS.: DRILL THROUGH FLOOR SLABS A. INSTALL EQUIPMENT AND SYSTEMS IN ACCORDANCE WITH PROVISIONS PROVIDE ADDITIONAL "DRILL -IN" INSERTS AND HANGERS TO CEMENT CONFORMING TO ASTM F-493 AND PRIMER CONFORMING TO AND PROVIDE FLAT FLUSH PLATE WELDED TO TOP ROD OR OF EACH APPLICABLE SECTION OF THESE SPECIFICATIONS, AND ASTM F-656 AND IN ACCORDANCE WITH MANUFACTURER'S LOCAL/STATE CODES/REGULATIONS HAVING JURISDICTION. ACCURATELY RECOMMENDATIONS. REDUCE LOAD PER HANGER BELOW 1000 LBS. ESTABLISH GRADE AND ELEVATION OF PIPING BEFORE SETTING SLEEVES. 4. FOR METAL DECKS: DRILL HOLE THROUGH FOR HANGER RODS INSTALL PIPING WITHOUT SPRINGING OR FORCING, EXCEPT WHERE .5 PEX DOMESTIC WATER PIPING AND IMBED A WELDED PLATE IN CONCRETE OR USE DEVICES SPECIFICALLY CALLED FOR, MAKING PROPER ALLOWANCE FOR A. PIPE: CROSS -LINKED, HIGH DENSITY, POLYETHYLENE TUBING FOR DESIGNED FOR THIS APPLICATION, WITH A SAFETY FACTOR OF EXPANSION AND ANCHORING. CHANGES IN SIZES SHALL BE MADE WITH 2.3 VALVE IDENTIFICATION POTABLE WATER. ASTM F-876/F-877; ANSI/NSF 61. PLANS SHOW NOMINAL FOUR. REDUCING FITTINGS. REDUCING COUPLINGS ARE NOT ACCEPTABLE. TUBE SIZES. ARRANGE PIPING AT EQUIPMENT WITH NECESSARY OFFSETS, UNIONS, A. VALVE TAGS: 5. FOR WOOD CONSTRUCTION: PROVIDE HANGERS AND SUPPORTS FLANGES, AND VALVES, TO ALLOW FOR EASY PART REMOVAL AND B. MANIFOLDS: COPPER MANIFOLD WITH SWEAT ENDS AND 24-3/4 IN. DESIGNED FOR ATTACHMENT TO WOOD CONSTRUCTION. MAINTENANCE. OFFSET PIPING AND CHANGE ELEVATION AS REQUIRED 1. STANDARD BRASS VALVE TAGS, 2 IN. DIAMETER WITH 1/2 IN. HIGH OUTLETS ON 3 IN. CENTERS. PROVIDE REDUCING COUPLINGS AS TO COORDINATE WITH OTHER WORK. AVOID CONTACT WITH OTHER BLACK -FILLED NUMERALS. ATTACH TO VALVE WITH BRASS JACK 6. ACCEPTABLE MANUFACTURERS: HILTI, ITW RAMSET, PHILLIPS "RED REQUIRED FOR INDIVIDUAL OUTLETS. MECHANICAL OR ELECTRICAL SYSTEMS. PROVIDE ADEQUATE MEANS OF CHAIN AND "S" HOOK. IDENTIFY BETWEEN HEATING AND PLUMBING HEAD" OR APPROVED EQUAL. DRAINING AND VENTING UNITS, RISERS, CIRCUITS AND SYSTEMS. SERVICES WITH 1/4 IN. LETTERS ABOVE THE VALVE NUMBER. C. VALVES: BRASS BODY BALL VALVES WITH SWEAT X PEX COMPRESSION G. TRAPEZE HANGERS: CONCEAL PIPING UNLESS OTHERWISE CALLED FOR. COPPER TUBING ENDS RATED FOR 250 PSI AND 250°F. PROVIDE CRIMP RING FOR PEX SHALL BE CUT WITH A WHEELED TUBING CUTTER OR OTHER APPROVED 2. ACCEPTABLE MANUFACTURERS: SETON STYLE NO. M4507, OR COMPRESSION CONNECTIONS. 1. FOR PLUMBING SYSTEMS ONLY. APPROVED EQUAL. COPPER TUBING CUTTER TOOL. THE TUBING MUST BE CUT SQUARE TO D. ACCEPTABLE MANUFACTURERS: WIRSBO, VIEGA, ZURN OR APPROVED 2. HANGERS SHALL BE SUPPORTED WITH ROD SIZED WITH A SAFETY PERMIT PROPER JOINING WITH THE FITTINGS. REAM PIPES AFTER B. VALVE CHART: EQUAL. FACTOR OF FOUR. CUTTING AND CLEAN BEFORE INSTALLING. CAP OR PLUG EQUIPMENT AND PIPE OPENINGS DURING CONSTRUCTION. INSTALL PIPING PARALLEL WITH 1. PROVIDE VALVE CHART FOR ALL VALVES PROVIDED AS A PART OF 2.6 COPPER TUBE AND FITTINGS - GROOVED MECHANICAL CONNECTIONS 3. MAY BE MANUFACTURED TYPE "U" SHAPED CHANNEL, OR SUITABLE LINES OF BUILDING, PROPERLY SPACED TO PROVIDE CLEARANCE FOR THIS PROJECT. FRAME AND PLACE UNDER CLEAR GLASS. MOUNT ANGLE IRON OR CHANNEL. ROUND OFF ALL SHARP EDGES. INSULATION. MAKE CHANGES IN DIRECTION AND BRANCH CONNECTIONS IN MECHANICAL ROOM. A. PIPE: ASTM B88, TYPE K OR L, HARD TEMPER. WITH FITTINGS. DO NOT INSTALL VALVES, UNIONS AND FLANGES IN 4. SECURELY FASTEN PIPING TO TRAPEZE WITH "U" BOLT OR PIPE INACCESSIBLE LOCATIONS. MATERIALS WITHIN A SYSTEM AND BETWEEN 2.4 EQUIPMENT IDENTIFICATION B. FITTINGS: WROUGHT COPPER, ROLL GROOVED MECHANICAL CLAMPS, DISSIMILAR METALS SHALL NOT TOUCH, USE ISOLATION SYSTEMS SHALL BE CONSISTENT. IF THIS IS NOT POSSIBLE, INSTALL CONNECTIONS, ASTM B-75, ANSI B16.22 FOR 4 IN. SIZE. CAST BRONZE, GASKETS, SIMILAR TO HOLDRITE STRUT -MOUNTED CUSHION A. GENERAL: ROLLED GROOVED MECHANICAL CONNECTIONS, ASTM B-584, ANSI B16.18 DIELECTRIC FITTINGS. FOR SIZES 5 IN. - 81N. CLAMPS. FASTEN PIPING TO TRAPEZE AT EVERY THIRD SUPPORT, 1. PROVIDE ENGRAVED VINYL NAMEPLATES FOR EACH MAJOR PIECE EXCEPT UNINSULATED PIPING WHICH SHALL BE FASTENED AT 3.2 PIPING OVER ELECTRICAL EQUIPMENT OF MECHANICAL EQUIPMENT PROVIDED, 2-1/2 IN. X 3/4 IN. SIZE. C. COUPLINGS: DUCTILE IRON, ASTM A-536, WITH COPPER COLORED ALKYD EVERY SUPPORT USING STRUT -MOUNTED CUSHION CLAMPS. A. CONTRACTOR SHALL ROUTE PIPING TO AVOID INSTALLATION DIRECTLY 2. ACCEPTABLE MANUFACTURERS: SETON STYLE NO. M4562, OR ENAMEL FINISH, DESIGNED FOR ROLLED GROOVED PIPING. 5. ACCEPTABLE MANUFACTURERS: B-LINE, HOLDRITE, KINDORF, OVER ELECTRIC EQUIPMENT, INCLUDING, BUT NOT LIMITED TO PANELS, APPROVED EQUAL. D. GASKETS: GRADE "E" EPDM SYNTHETIC RUBBER, COPPER COLOR UNISTRUT OR APPROVED EQUAL. TRANSFORMERS, DISCONNECTS, STARTERS, MOTOR CONTROL CENTER, 2.5 ABOVE CEILING EQUIPMENT LOCATOR CODED, -30°F TO 230°F TEMPERATURE RANGE, SUITABLE FOR WATER H. CABINET PIPE SPACE SUPPORTS: ADJUSTABLE SPEED DRIVES AND FUSED SWITCHES. . SERVICE. B. PIPING SHALL NOT BE INSTALLED IN THE DEDICATED ELECTRIC AND A. 3/4 IN. DIAMETER ADHESIVE STICKERS PLACED ON CEILING GRID AND 1. PIPING BELOW CASEWORK COUNTERTOPS WITHIN SPACE BEHIND WORKING SPACE AS DEFINED BY NEC 110. DEDICATED ELECTRICAL COLOR -CODED. E. BOLTS AND NUTS: HEAT TREATED, HEX HEAD CARBON STEEL, ASTM A183, CABINET SHALL BE SUPPORTED USING CONTINUOUS SLOT METAL SPACE IS GENERALLY EQUAL TO THE DEPTH AND WIDTH OF ELECTRICAL CADMIUM PLATED OR ZINC ELECTROPLATED FINISH. CHANNELS WITH PIPE CLAMPS. EQUIPMENT, AND EXTENDS 6 FT. ABOVE THE ELECTRICAL EQUIPMENT, OR B. THE COLOR FOR ALL PLUMBING VALVES SHALL BE BLUE. F. DESIGN EQUIPMENT: VICTAULIC STYLE 606 COUPLINGS. 2. ACCEPTABLE MANUFACTURERS: B-LINE, KINDORF, UNISTRUT OR TO A STRUCTURAL CEILING. DEDICATED WORKING SPACE IS A MINIMUM PART 3 - EXECUTION OF 30 IN. WIDE OR THE WIDTH OF EQUIPMENT (WHICHEVER IS LARGER) A G. ACCEPTABLE MANUFACTURERS: GRINNELL, GRUVLOK, VICTAULIC. APPROVED EQUAL. MINIMUM OF 6 FT.-6 IN. TALL, WITH A DEPTH OF 3FT. TO 9 FT. DEPENDING 3.1 GENERAL I. HANGER INSULATION SHIELDS: ON THE VOLTAGE. 2.7 PVC SOLID WALL PIPE AND FITTINGS - DWV SYSTEM A. PROVIDE VALVE TAGS FOR ALL VALVES PROVIDED ON PROJECT. A. PIPE: PVC SCHEDULE 40 SOLID WALL PIPE, IRON PIPE SIZE CONFORMING 1. HANGER INSULATION SHIELDS SHALL BE PROVIDED FOR ALL 3.3 HANGERS, INSERTS AND SUPPORTS B. PROVIDE EQUIPMENT TAGS FOR ALL EQUIPMENT PROVIDED ON PROJECT. TO ASTM D1785 AND ASTM D2665. PIPE SHALL BE MANUFACTURED FROM WATER AND STORM WATER PIPING. HANGERS SHALL ATTACH A. PIPING SHALL NOT BE SUPPORTED BY WIRES, BAND IRON, CHAINS, FROM PVC COMPOUNDS AS IDENTIFIED IN ASTM D1784. BOTH PIPE AND FITTINGS DIRECTLY TO PIPE FOR ALL REMAINING SERVICES. OTHER PIPING, OR BY VERTICAL EXPANSION BOLTS. SUPPORT PIPING C. PROVIDE PIPING IDENTIFICATION WITH DIRECTIONAL FLOW ARROWS FOR SHALL CONFORM TO NATIONAL SANITATION FOUNDATION STANDARD 14. 2. PIPING 2 IN. AND SMALLER: PIPE INSULATED WITH GLASS FIBER WITH INDIVIDUAL HANGERS FROM CONCRETE INSERTS, WOOD ALL PIPING ON PROJECT, MAXIMUM INTERVALS OF 20'-0". FOR PIPING INSULATION SHALL BE PROTECTED AT POINT OF SUPPORT BY A CONSTRUCTION, WELDED SUPPORTS, OR BEAMS CLAMPS OF PROPER INSTALLED THROUGH ROOMS, PROVIDE AT LEAST ONE (1) PIPE LABEL IN B. FITTINGS: TYPE DWV, SOCKET TYPE CONFORMING TO ASTM D2665. SHEET METAL SHIELD. SHIELD SHALL BE #18 GAUGE, GALVANIZED CONFIGURATION AND LOADING DESIGN REQUIREMENTS FOR EACH EACH ROOM, FOR EACH PIPE FUNCTION. FITTINGS SHALL BE MANUFACTURED FROM PVC COMPOUNDS AS STEEL, MINIMUM 120 DEGREE ARC, FORMED TO FIT INSULATION LOCATION; REPLACE IF NOT SUITABLE. FOLLOW MANUFACTURER'S SAFE IDENTIFIED IN ASTM D1784. SOLVENT CEMENT JOINTS SHALL BE MADE END OF SECTION UTILIZING ATWO-STEP PROCESS WITH PRIMER MANUFACTURED FOR THICKNESS AND 12 IN. LONG. TAPE SHIELDS TO PIPE INSULATION. LOADING RECOMMENDATIONS. SUSPEND WITH RODS OF SUFFICIENT LENGTH FOR SWING AND OF SIZE CALLED FOR, USING FOUR (4) NUTS PER THERMOPLASTIC PIPING AND SOLVENT CEMENT CONFORMING TO ASTM 3. PIPING 3 IN. AND LARGER: PIPE INSULATED WITH GLASS FIBER ROD. PROVIDE ADDITIONAL STRUCTURAL STEEL MEMBERS, HAVING ONE D2564. INSULATION SHALL BE PROTECTED AT POINT OF SUPPORT BY A COAT RUSTPROOF PAINT, WHERE REQUIRED FOR PROPER SUPPORT. 2.8 SPECIAL FITTINGS SHEET METAL SHIELD AND PIPE SUPPORT INSULATION INSERT(S) PROVIDE OVERSIZED HANGERS WHERE INSULATION/SUPPORTS MUST BETWEEN PIPE AND HANGER. SHIELD SHALL BE #18 GAUGE, PASS BETWEEN PIPE AND HANGER. PROVIDE CONTINUOUS SUPPORT OR A. CAST IRON TO LEAD PIPE: RED BRASS FERRULES AND WIPED JOINTS. GALVANIZED STEEL, MINIMUM 120 DEGREE ARC, FORMED TO FIT EXTRA SUPPORTS FOR PLASTIC PIPING PER MANUFACTURER'S CAULK FERRULE INTO CAST IRON HUB. INSULATION THICKNESS AND 12 IN. LONG. TAPE SHIELDS TO PIPE REQUIREMENTS. HANGERS, WHEN ATTACHED TO JOISTS, SHALL ONLY BE INSULATION. PROVIDE TEMPORARY BLOCKING TO MAINTAIN PLACED AT THE TOP OR BOTTOM CHORD PANEL POINT. ONLY B. COPPER TO CAST IRON: CAST BRONZE, CAST IRON TO SWEAT ADAPTER. PROPER SPACING FOR INSULATION. CONCENTRIC TYPE HANGERS ARE PERMISSIBLE ON PIPING LARGER THAT C. COPPER TO STEEL PIPING: J. PROVIDE CONTINUOUS SUPPORT FOR UNPIGMENTED POLYPROPYLENE 2-1/2 IN.; "C" TYPES ARE PERMITTED FOR PIPING 2 IN. AND SMALLER ON 1. CAST BRONZE COPPER TO IRON MALE OR FEMALE ADAPTER WITH PIPING. JOISTS. PROVIDE RISER CLAMPS FOR EACH RISER AT EACH FLOOR. USE SHOULDER FOR DRAINAGE PIPING ONLY. TRAPEZE HANGERS WHERE A GROUP OF PIPING CAN BE INSTALLED. 2. DIELECTRIC PIPEFITTINGS. !ARC!H iITET,P.+. AnD C H Ir F TDI � 0 I -DI 3 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK PUMP HOUSE 512 MAIN STREET WEST YARMOUTH, MA 02673 r ENG�NEEPiNG 'viecPonica 'Eleccricai Engineering Consuitants Cn�itat C rria ; Rach r �r ; 6uffaio ;h�racos= 433 TEJ A[['iZKIITF 411, .. g, 5 OFss ti O MI AE G Su Iv NO.5423 ISTO'�p k 6, DDA PROJECT #21-008 Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn Project Manager P.I.C. mlic BAB MKS SHEET TITLE SPECIFICATIONS SHEET NUMBER Pool N L K J H G F E ID C B A 2 3 4 5 6 7 8 9 10 11 12 13 14 15 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. !ARC!H iITET,P.+. AnD C H Ir F TDI � 0 I -DI 3 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK PUMP HOUSE 512 MAIN STREET WEST YARMOUTH, MA 02673 r ENG�NEEPiNG 'viecPonica 'Eleccricai Engineering Consuitants Cn�itat C rria ; Rach r �r ; 6uffaio ;h�racos= 433 TEJ A[['iZKIITF 411, .. g, 5 OFss ti O MI AE G Su Iv NO.5423 ISTO'�p k 6, DDA PROJECT #21-008 Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn Project Manager P.I.C. mlic BAB MKS SHEET TITLE SPECIFICATIONS SHEET NUMBER Pool N L K J H G F E ID C B A 2 3 4 5 6 7 8 9 10 11 12 13 14 15 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. N L K J H G F E ID C B A 2 3 4 5 6 7 8 9 10 11 12 13 14 15 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. 4 5 6 7 8 9 10 12 13 14 15 NI LI KI H GI FI E C BI A SECTION 221020 - UNDERGROUND PIPING AND ACCESSORIES 3. AIR TEST NOT ACCEPTABLE AS FINAL TEST. B. PROVIDE A PIPE HANGER WITHIN 12 INCHES OF PIPE UNIONS AND PIPING A. LEAVE THREE (3) EXTRA OUTLETS ON EACH MANIFOLD AND CUT CONNECTIONS TO EQUIPMENT, IN ORDER TO FACILITATE MANIFOLDS TO REMOVE REMAINING OUTLETS. CAP EXTRA OUTLETS FOR PART 1 -GENERAL 4. CONFIRM IN WRITING THAT TESTS AND FLUSHING HAVE BEEN DISCONNECTIONS OF PIPING WITHOUT PIPE SAGGING. FUTURE USE. 1.1 WORK INCLUDED CONDUCTED AND SUCCESSFULLY COMPLETED. SUBMIT COPY OF THE TEST REPORT TO OWNER'S REPRESENTATIVE. 3.4 PIPE CONNECTIONS B. ACCESSORIES: PROVIDE ALL REQUIRED ACCESSORIES INCLUDING, BUT A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM C. TEST EXTERIOR WATER AND FIRE SERVICE PIPING OUTSIDE THE BUILDING A. NO -LEAD SOLDER CONNECTIONS: NONACID FLUX AND CLEAN OFF NOT LIMITED TO, BOND SUPPORTS, FINISHED SLEEVES, STRIKE PLATES, ETC. AS RECOMMENDED BY MANUFACTURER. OPERATIONS REQUIRED FOR THE COMPLETE INSTALLATION AND RELATED FOUNDATION HYDROSTATICALLY AT 200 PSI FOR TWO (2) HOURS. THE EXCESS FLUX AND SOLDER. WORK AS REQUIRED IN CONTRACT DOCUMENTS AMOUNT OF LEAKAGE SHALL NOT EXCEED TWO (2) QUARTS PER HOUR 3.11 CONNECTIONS TO SPECIAL EQUIPMENT 1.2 SUBMITTALS PER 100 GASKETS OR JOINTS. CONFORM TO NFPA 24. B. COPPER PRESS CONNECTIONS: COPPER PRESS FITTINGS SHALL BE MADE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION A. POOL EQUIPMENT: A. PROVIDE A SCHEDULE OF PIPE MATERIALS, FITTINGS AND CONNECTIONS. 3.2 HIGH -DENSITY POLYETHYLENE (HDPE) SEWER PIPE AND FITTINGS INSTRUCTIONS. THE TUBING SHALL BE FULLY INSERTED INTO THE FITTING AND THE TUBING MARKED AT THE SHOULDER OF THE FITTING. THE 1. POOL EQUIPMENT SHALL BE FURNISHED BY OTHERS AND SET IN PART 2 -PRODUCTS A. PIPE INSTALLATION SHALL COMPLY WITH ASTM D2321 AND THE FITTING ALIGNMENT SHALL BE CHECKED AGAINST THE MARK ON THE PLACE BY OTHERS. MANUFACTURER'S RECOMMENDATIONS. (INSERTED) TUBING TO ASSURE THE TUBING IS FULLY ENGAGED INSERTED IN THE 2. PROVIDE ALL PIPING, STOPS, VALVES, TRAPS AND FITTINGS. 2.1 GENERAL 3.3 DETECTABLE TAPE FITTING. THE JOINTS SHALL BE PRESSED USING THE TOOL APPROVED BY A. PIPE AND FITTINGS NEW AND MARKED WITH MANUFACTURER'S NAME, THE MANUFACTURER. 3. PIPE RELIEF VALVES TO FLOOR. SIZE AND ARRANGEMENT OF PIPE, COMPLYING WITH APPLICABLE ASTM AND ANSI STANDARDS. A. PROVIDE DETECTABLE TAPE DIRECTLY OVER THE BURIED PIPE LINES AT A TRAPS, VALVES AND FITTINGS, AS RECOMMENDED BY DEPTH OF 1 FT. - 0 IN. BELOW FINISHED GRADE. INSTALL TAPE OVER THE C. THREADED CONNECTIONS: CLEAN OUT TAPERING THREADS, MADE UP MANUFACTURER OF EQUIPMENT. 2.2 CAST IRON SOIL PIPE AND FITTINGS CONTINUOUS LENGTH OF THE PIPE. WITH PIPE DOPE; SCREWED UNTIL TIGHT CONNECTION. PIPE DOPE MUST BE SPECIFICALLY SELECTED FOR EACH APPLICATION. 3.12 PIPE LINE SIZING A. PIPE: ASTM A74 SERVICE WEIGHT CAST IRON, BITUMEN COATED, HUB AND EXHIBIT "A" - PIPING MATERIALS (PLUMBING) SPIGOT. (NOTES ARE AT END OF EXHIBIT "A") D. FLANGED JOINTS: SELECT APPROPRIATE GASKET MATERIAL, SIZE, TYPE A. PIPE SIZES CALLED FOR ARE TO BE MAINTAINED. PIPE SIZE CHANGES AND THICKNESS FOR SERVICE APPLICATIONS. INSTALL GASKET MADE ONLY AS REVIEWED BY OWNER'S REPRESENTATIVE. WHERE B. FITTINGS: SERVICE WEIGHT CAST IRON, BITUMEN COATED, HUB AND CONCENTRICALLY POSITIONED. USE SUITABLE LUBRICANTS ON BOLT DISCREPANCY IN SIZE OCCURS, THE LARGER SIZE SHALL BE PROVIDED. SPIGOT, ASTM C564 SERVICE WEIGHT NEOPRENE GASKET OF SAME SERVICE PIPE MATERIALS FITTINGS CONNECTIONS THREADS. MANUFACTURER AS PIPING. EXHIBIT "A" - PIPING MATERIALS (PLUMBING) WATER SERVICE DUCTILE IRON DUCTILE IRON MECHANICAL OR E. DIELECTRIC PIPE FITTINGS: PROVIDE DIELECTRIC UNIONS AT ALL (NOTES AT END OF EXHIBIT "A") C. ALL CAST IRON PIPE AND FITTINGS SHALL BE MARKED WITH THE WATER MAIN WITH PUSH -ON TYPE EQUIPMENT CONNECTIONS WHERE DISSIMILAR METALS MEET. IN COLLECTIVE TRADEMARK OF THE CAST IRON SOIL PIPE INSTITUTE (CISPI) CEMENT LINING ADDITION, PROVIDE DIELECTRIC UNIONS IN ALL OPEN TYPE PIPING AND BE LISTED BY NSF INTERNATIONAL. SYSTEMS (CONDENSING WATER, DOMESTIC WATER, ETC.) WHERE SERVICE PIPE MATERIALS FITTINGS CONNECTIONS WATER SERVICE (2 TYPE K COPPER CAST BRONZE FLARED DISSIMILAR METALS ARE TO BE JOINED. WATER - FIRE SEE "UNDERGROUND PIPING AND ACCESSORIES" SECTION 2.3 COPPER PIPE AND FITTINGS IN. AND SMALLER SERVICE) F. FRP PIPE JOINTS: BONDED WITH RESIN CATALYST ADHESIVE. SERVICE 221020 A. PIPE: ASTM B88, TYPE K, SOFT TEMPER SANITARY- SERVICE WEIGHT CAST IRON, HUB NEOPRENE GASKET G. GROOVED MECHANICAL JOINTS: PIPE TO BE PREPARED IN ACCORDANCE WATER SERVICE (2 SEE "UNDERGROUND PIPING AND ACCESSORIES" SECTION B. FITTINGS: ANSI B16.22 WROUGHT COPPER; ANSI B16.26 AND ASTM B62 CAST IRON SOIL AND SPIGOT COMPRESSION WITH THE LATEST MANUFACTURER'S GROOVING SPECIFICATION. USE IN. AND SMALLER) 221020 CAST BRONZE; FLARED END CONNECTIONS. PIPE TYPE MANUFACTURER'S RECOMMENDED GROOVING TOOLS. PIPE SHALL BE DOMESTIC WATER TYPE L COPPER WROUGHT OR CAST NO -LEAD SOLDER 2.4 DUCTILE IRON PIPE AND FITTINGS SCHEDULE 40 PVC, PVC, SOCKET TYPE SOLVENT CEMENT CHECKED TO BE SURE IT IS FREE OF INDENTATIONS, PROJECTIONS; WELD INTERIOR/HOT, COPPER SOLID WALL SEAMS OR ROLL MARKS ON THE EXTERIOR OF THE PIPE OVER THE ENTIRE COLD AND A. PIPE: AWWA C151/ANSI A21.51, CLASS 52, DUCTILE IRON, MECHANICAL GASKET SEATING AREA. PIPE ENDS ARE TO BE SQUARE CUT. LUBRICANT CIRCULATING 3 IN. TYPE JOINTS FOR SHORT RUNS, OTHERWISE USE PUSH -ON TYPE JOINTS. SANITARY AND SCHEDULE 40 PVC, PVC, SOCKET TYPE SOLVENT CEMENT SHALL BE APPLIED TO GASKET AND/OR PIPE ENDS AND HOUSING AND SMALLER B. FITTINGS: AWWA C110/ANSI A21.51, DUCTILE IRON, 250-PSI PRESSURE GREASE WASTE SOLID WALL INTERIORS TO ELIMINATE PINCHING THE GASKET, TYPE L COPPER WROUGHT OR CAST PRESS FIT RATING (OR) AWWA C153/ANSI A21.53 DUCTILE IRON COMPACT FITTING, VENT H. SOLVENT -CEMENT PLASTIC PIPING JOINTS: CLEAN AND DRY JOINING COPPER 350 PSI PRESSURE RATING. JOINTS SHALL BE RESTRAINED, MECHANICAL SURFACES. JOIN PIPE AND FITTINGS ACCORDING TO THE FOLLOWING: TYPE FOR SHORT RUNS, OTHERWISE USE PUSH -ON TYPE. EXHIBIT "B" - TESTING CPVC, SDR 11 SOCKET TYPE SOLVENT CEMENT(SEE 1. COMPLY WITH ASTM F 402 FOR SAFE -HANDLING PRACTICE OF NOTE 6) C. LINING: PIPE AND FITTINGS SHALL HAVE DOUBLE THICKNESS CEMENT SERVICE TEST REQUIREMENTS CLEANERS, PRIMERS, AND SOLVENT CEMENTS. APPLY PRIMER. MORTAR LINING WITH SEAL PER AWWA C104/ANSI A21.4 ON INTERIOR AND WATER SERVICE TEST HYDROSTATICALLY AT 150 PSI FOR TWO (2) HOURS. PEX TUBING N/A COMPRESSION ASPHALTIC COATING ON OUTSIDE. 2. CPVC PIPING: JOIN ACCORDING TO ASTM D 2846. TYPE L COPPER WROUGHT COPPER BRAZED D GLANDS AND GASKETS AWWA C111/ANSI A21 11 DUCTILE IRON GLAND SANITARY, MAINTAIN 10 FT. HEAD OF WATER FOR TWO (2) HOURS. 3. PVC PIPING: JOIN ACCORDING TO ASTM D 2855. RUBBER GASKET JOINTS, PROVIDE TWO BRONZE WEDGES FOR EACH SANITARY VENT, TYPE L COPPER WROUGHT OR CAST ROLL GROOVED JOINT OF PIPE. STORM 3.5 SLEEVES COPPER MECHANICAL TYPE COUPLINGS 25 PVC SOLID WALL PIPE AND FITTINGS - DWV SYSTEM ACID WASTE AND MAINTAIN 10 FT. HEAD OF WATER FOR TWO (2) HOURS. A. PROVIDE FOR PIPES PASSING THROUGH FLOORS, WALLS OR CEILINGS. . VENT NOT REQUIRED FOR FLOORS THAT ARE CORE -DRILLED, EXCEPT WHERE CPVC, SCHEDULE 80 SOCKET TYPE SOLVENT CEMENT A. PIPE: PVC SCHEDULE 40 SOLID WALL PIPE, IRON PIPE SIZE CONFORMING FLOOR IS WATERPROOFED. (SEE NOTE 6) TO ASTM D1785 AND ASTM D2665. PIPE SHALL BE MANUFACTURED FROM NATURAL GAS REFER TO SECTION 227010 - "NATURAL GAS SYSTEMS". B. EXTEND 1/8 IN. ABOVE FINISHED FLOOR IN FINISHED AREAS. IN ABOVE SANITARY, SEE PVC COMPOUNDS AS IDENTIFIED IN ASTM D1784. BOTH PIPE AND FITTINGS LG GAS (PROPANE) REFER TO SECTION 227011 - "LP GAS SYSTEM". GRADE MECHANICAL ROOMS AND OTHER AREAS WITH FLOOR DRAINS, SANITARY VENT, "UNDERGROUND SHALL CONFORM TO NATIONAL SANITATION FOUNDATION STANDARD 14. USE STEEL PIPE SLEEVES 2 IN. ABOVE FLOOR. GREASE WASTE PIPING AND B. FITTINGS: TYPE DWV, SOCKET TYPE CONFORMING TO ASTM D2665. C. USE STEEL PIPE SLEEVES IN BEARING WALL, STRUCTURAL SLABS, BEAMS AND STORM ACCESSORIES" FITTINGS SHALL BE MANUFACTURED FROM PVC COMPOUNDS AS END OF SECTION AND OTHER STRUCTURAL SURFACES, AND WHERE CALLED FOR. (BURIED) SECTION 221020 IDENTIFIED IN ASTM D1784. SOLVENT CEMENT JOINTS SHALL BE MADE UTILIZING A TWO-STEP PROCESS WITH PRIMER MANUFACTURED FOR D. SLEEVES SHALL BE AS SMALL AS PRACTICAL, CONSISTENT WITH SANITARY, SERVICE WEIGHT CAST IRON HUB AND NEOPRENE THERMOPLASTIC PIPING AND SOLVENT CEMENT CONFORMING TO ASTM INSULATION, SO AS TO PRESERVE FIRE RATING. SANITARY VENT CAST IRON SOIL SPIGOT COMPRESSION D2564. PIPE TYPE GASKET E. FILL ABANDONED SLEEVES WITH CONCRETE. SERVICE WEIGHT NO HUB NO HUB NEOPRENE 2.6 HIGH -DENSITY POLYETHYLENE (HDPE) SEWER PIPE AND FITTINGS F. PROVIDE RUBBER GROMMET SEALS FOR PIPES PASSING THROUGH CAST IRON SOIL GASKET AND A. PIPE: SMOOTH INTERIOR AND CORRUGATED EXTERIOR WALL HDPE PIPE DUCTS OR AIR CHAMBERS OR BUILT-UP HOUSINGS. PIPE STAINLESS STEEL CONFORMING TO AASHTO M252 TYPE C (3 IN. THROUGH 10 IN.) OR AASHTO CLAMP ASSEMBLY M 294 TYPE C (12 IN. THROUGH 24 IN.). PIPE SHALL BE MANUFACTURED 3.6 SLEEVE PACKING FROM HDPE COMPOUNDS AS IDENTIFIED IN ASTM D3350 WITH CELL SCHEDULE 40 PVC, PVC, SOCKET TYPE SOLVENT CEMENT CLASSIFICATION OF 424420C (3 IN. THROUGH 10 IN.) AND 435400C (12 IN. A. SEAL VOID SPACE AT SLEEVES AS FOLLOWS: SOLID WALL (SEE NOTE 4) THROUGH 24 IN.). 1. INTERIOR LOCATIONS: FIRMLY PACK WITH FIBERGLASS AND CAULK. SCHEDULE 40 PVC, PVC, SOCKET TYPE SOLVENT CEMENT B. FITTINGS: FITTINGS SHALL CONFORM TO AASHTO M252 OR AASHTO M294. SOLID WALL (SEE NOTE 4) FITTINGS SHALL BE MANUFACTURED FROM COMPOUNDS AS IDENTIFIED IN 2. EXTERIOR WALLS AND BELOW GRADE CORED HOLES: USE INDIRECT WASTE ASTM F810. SEALING ELEMENT. SCHEDULE 40 PVC, PVC, SOCKET TYPE SOLVENT CEMENT C. JOINTS: PIPE CONNECTIONS SHALL BE MADE WITH COUPLING BANDS 3. CORED HOLES: USE SEALING ELEMENT. SOLID WALL (SEE NOTE 4) COVERING AT LEAST TWO FULL CORRUGATIONS ON EACH END OF PIPE MEETING SOIL -TIGHT REQUIREMENTS OF AASHTO M252 AND M294. 4. FIRE RATED, PARTITIONS AND FLOOR SLABS: USE FIRE RATED PUMP DISCHARGE SCHEDULE 40 PVC, PVC, SOCKET TYPE SOLVENT CEMENT GASKETED CONNECTIONS SHALL INCORPORATE CLOSED -CELL SYNTHETIC SEALING ELEMENTS, MATERIALS AND METHODS. PROVIDE PER SOLID WALL (SEE NOTE 4) EXPANDED RUBBER GASKETS MEETING ASTM D1056 GRADE 2A2. MANUFACTURER'S INSTRUCTIONS TO MAINTAIN FIRESTOP. CPVC CPVC SOLVENT CEMENT 5. WATERPROOFED WALLS/FLOORS: USE WATERPROOF SEALING 2.7 HIGH -DENSITY POLYETHYLENE (HDPE) WATER PIPE AND FITTINGS ELEMENT, DEVICE OR COMPOUND. A. PIPE: HDPE 4710 SOLID WALL PIPE CONFORMING TO AWWA C901ASTM 3.7 ESCUTCHEON PLATES NOTES FOR EXHIBIT A: F714, ASTM D2239 AND ASTM D3035. PIPE SHALL BE MANUFACTURED FROM A. PROVIDE POLISHED CHROME SETSCREW TYPE ESCUTCHEON PLATES FOR NOTE 4: PVC PIPING SHALL NOT BE INSTALLED WITHIN RETURN AIR PLENUMS. HDPE COMPOUNDS AS IDENTIFIED IN ASTM D3350 WITH CELL ALL EXPOSED PIPING PASSING THROUGH FLOORS, WALLS OR CEILINGS, IN CLASSIFICATION OF 445574C/E. BOTH PIPE AND FITTINGS SHALL CONFORM TO NATIONAL SANITATION FOUNDATION STANDARD ALL ROOMS EXCEPT IN BOILER, FAN AND MECHANICAL ROOMS. NOTE 5: COPPER PIPING SHALL NOT BE USED FOR URINAL WASTE PIPING. 14 AND 61. 3.8 TESTS NOTE 6: CPVC PIPING, COPPER TUBE SIZE (SDR11) PERMITTED FOR PIPING 2 IN. B. FITTINGS: SOCKET TYPE CONFORMING TO ASTM D2683 OR BUTT TYPE AND SMALLER. CPVC PIPING, SCHEDULE 80 PERMITTED FOR PIPING 3 IN. CONFORMING TO ASTM D3261. FITTINGS SHALL BE MANUFACTURED FROM A. REFER TO EXHIBIT "B" AT THE END OF THIS SECTION FOR TESTING OF AND LARGER. PVC COMPOUNDS AS IDENTIFIED IN ASTM F714. PLUMBING SYSTEMS. NOTE 8: ALL UNINSULATED PIPING SUPPORTED BY TRAPEZE HANGERS SHALL BE 2.8 DETECTABLE TAPE B. PROVIDE ALL NECESSARY ITEMS TO COMPLETE PROPER TESTING OF SECURELY FASTENED TO EACH HANGER USING STRUT -MOUNTED A. DETECTABLE UNDERGROUND WARNING TAPE, 5 MIL. POLYETHYLENE, 6 IN. WORK. PERFORM ALL TESTING IN ACCORDANCE WITH GOVERNING CUSHION CLAMPS. WIDE, ALUMINUM BACKING, APWA APPROVED BACKGROUND COLORS CODES, LOCAL UTILITIES AND OTHER AGENCIES HAVING JURISDICTION EXHIBIT "B" -TESTING WITHIN PERMANENT BLACK LETTERING IDENTIFYING SERVICE BELOW. AND AS SPECIFIED. PAY ALL COSTS TO PERFORM TESTS. PERFORM ALL TESTING IN A SAFE MANNER. ISOLATE EXISTING SYSTEMS. B. SCHEDULE: SERVICE TEST REQUIREMENTS C. DOMESTIC WATER: 1. SANITARY: GREEN COLOR, "CAUTION BURIED SEWER LINE BELOW". 1. DO NOT COVER JOINTS WITH INSULATION UNTIL REQUIRED TESTS DOMESTIC WATER TEST HYDROSTATICALLY AT 150 PSI FOR TWO (2) HOURS OR AT 1.5TIMES THE WORKING PRESSURE WHEN WORKING PRESSURE 2• WATER: BLUE COLOR, "CAUTION BURIED WATER LINE BELOW". ARE COMPLETED AND THE OWNER'S REPRESENTATIVE ACCEPTS EXCEEDS 100 PSI THE SYSTEM. C. ACCEPTABLE MANUFACTURERS: SETON, TERRA TAPE, PRO -LINE SAFETY SANITARY, MAINTAIN 10 FT. HEAD OF WATER FOR TWO (2) HOURS. PRODUCTS, INC. 2. MAKE LEAKS TIGHT; NO CAULKING PERMITTED. REPLACE SANITARY VENT DEFECTIVE FITTINGS, PIPE OR CONNECTIONS. PIPING SHALL BE 2.9 SCHEDULE OF PIPING MATERIALS TIGHT AND SHOW NO LOSS OF PRESSURE. INDIRECT WASTE MAINTAIN 10 FT. HEAD OF WATER FOR TWO (2) HOURS. A. SEE EXHIBIT "A"; SCHEDULE OF PIPING MATERIALS AT END OF THIS 3. AIR TEST NOT ACCEPTABLE AS FINAL TEST. PUMP DISCHARGE HYDROSTATICALLY TEST AT 5 PSI GREATER THAN THE PUMP SECTION FOR PIPING. 4. CONFIRM IN WRITING THAT TESTS AND FLUSHING HAVE BEEN RATING FOR TWO (2) HOURS. PART 3 - EXECUTION CONDUCTED AND SUCCESSFULLY COMPLETED. SUBMIT COPY OF 3.1 TESTING THE TEST REPORT TO OWNER'S REPRESENTATIVE. D. SANITARY: END OF SECTION A. SANITARY: 1. THERE SHALL BE NO LOSS OF WATER WHEN TESTING INTERIOR 1. DO NOT BACKFILL OVER PIPING UNTIL REQUIRED TESTS ARE COMPLETED AND THE OWNER'S REPRESENTATIVE ACCEPTS THE PIPING. SYSTEM. 2. AIR TEST NOT ACCEPTABLE AS FINAL TEST. 2. THERE SHALL BE NO LOSS OF WATER WHEN TESTING INTERIOR 3. SHOULD ANY LEAKS, DEFECTIVE JOINTS OR DEFECTIVE PIPING INSIDE THE BUILDING FOUNDATION. CONSTRUCTION BE DETECTED IN SEWERS AND/OR FLOORS OR 3. AIR TEST NOT ACCEPTABLE AS FINAL TEST. WALLS OF APPURTENANT STRUCTURES, THEY SHALL BE PERMANENTLY STOPPED. SHOULD ANY DEFECTIVE PIPES, 4. SHOULD ANY LEAKS, DEFECTIVE JOINTS OR DEFECTIVE FITTINGS OR ACCESSORIES BE DISCOVERED THEY SHALL BE CONSTRUCTION BE DETECTED IN SEWERS, FLOORS OR WALLS OF REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. APPURTENANT STRUCTURES, THEY SHALL BE PERMANENTLY 4. CONFIRM IN WRITING THAT TESTS HAVE BEEN CONDUCTED AND STOPPED. SHOULD ANY DEFECTIVE PIPES, FITTINGS OR SUCCESSFULLY COMPLETED. SUBMIT COPY OF THE TEST REPORT ACCESSORIES BE DISCOVERED THEY SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. TO OWNER'S REPRESENTATIVE. 5. TEST EXTERIOR PIPING OUTSIDE THE BUILDING FOUNDATION IN 100 3.9 DOMESTIC WATER PIPING CLEANING AND DISINFECTION FT. SECTIONS. THE ALLOWABLE RATE OF LEAKAGE PER 24 HOURS A. CLEANING AND DISINFECTING SHALL BE IN ACCORDANCE WITH PER IN. OF DIAMETER PER 1,000 FT. OF SEWER TESTED SHALL NOT REQUIREMENTS OF NEW YORK STATE DEPARTMENT OF HEALTH AND EXCEED 25 GALLONS. PIPING SHALL BE INSPECTED AND TESTED AUTHORITY HAVING JURISDICTION. PRIOR TO DISINFECTING, FLUSH PRIOR TO BACKFILL. PIPING TO REMOVE ANY SEDIMENT AND DEBRIS. 6. CONFIRM IN WRITING THAT TESTS HAVE BEEN CONDUCTED AND B. CLEAN AND DISINFECT WATER DISTRIBUTION PIPING SYSTEMS AND PARTS SUCCESSFULLY COMPLETED. SUBMIT COPY OF THE TEST OF EXISTING POTABLE WATER SYSTEMS THAT HAVE BEEN ALTERED, REPORTS TO OWNER'S REPRESENTATIVE. EXTENDED OR REPAIRED. B. DOMESTIC WATER: C. AFTER DISINFECTION PROCEDURES, SUBMIT WATER SAMPLES IN STERILE 1 . DO NOT BACKFILL OVER PIPING UNTIL REQUIRED TESTS ARE BOTTLES TO AN APPROVED DEPARTMENT OF HEALTH LABORATORY. COMPLETED AND THE OWNER'S REPRESENTATIVE ACCEPTS THE SAMPLES SHALL BE PROVEN EQUAL TO THE WATER QUALITY SERVED TO SYSTEM. THE PUBLIC FROM THE EXISTING WATER SUPPLY SYSTEM AND ACCEPTABLE TO THE DEPARTMENT OF HEALTH. FLUSH AND DISINFECT 2. MAKE LEAKS TIGHT; NO CAULKING PERMITTED. REPLACE ALL SECTIONS OF PIPE THAT FAIL THE LABORATORY TESTS. SUBMIT TEST DEFECTIVE FITTINGS, PIPE OR CONNECTIONS. PIPING SHALL BE RESULTS INDICATING WATER IS POTABLE. TIGHT AND SHOW NO LOSS OF PRESSURE. PART 1 - GENERAL 1.1 WORK INCLUDED A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM OPERATIONS REQUIRED FOR THE COMPLETE INSTALLATION AND RELATED WORK AS REQUIRED IN CONTRACT DOCUMENTS. 1.2 QUALITY ASSURANCE A. FOLLOW ALL REQUIREMENTS, RECOMMENDATIONS AND APPENDICES TO COMPLY WITH THE FOLLOWING PUBLICATIONS, CODES, STANDARDS AND LISTINGS/APPROVALS: 1. ALL ITEMS HERE -IN USED TO CONVEY WATER FOR POTABLE USE SHALL BE LEAD FREE IN ACCORDANCE WITH NSF 61, STANDARD 61, SECTION 9 - STANDARD FOR DRINKING WATER AND LAVATORY FAUCETS AND NSF STANDARD 372 - MAXIMUM LEAD REQUIREMENTS. COMPLIANCE SHALL BE VIA THIRD PARTY TESTING AND CERTIFICATION. 1.3 SUBMITTALS A. SUBMIT MANUFACTURER'S DATA IN ACCORDANCE WITH THE BASIC MECHANICAL AND ELECTRICAL REQUIREMENTS. OBTAIN APPROVAL PRIOR TO ORDERING MATERIAL. B. PROVIDE SUBMITTALS FOR ALL ITEMS SPECIFIED UNDER PART 2 OF THIS SECTION. PART 2 - PRODUCTS 2.1 SUMP PUMP - SUBMERSIBLE A. PUMP: SIMPLEX, SUBMERSIBLE TYPE, 3 IN. DISCHARGE, CAST IRON CONSTRUCTION, NON CLOG IMPELLER, STAINLESS STEEL SHAFT, CAPABLE OF HANDLING 2-1/2 IN. SOLIDS, MECHANICAL SEAL, MINIMUM 300 GPM CAPACITY. B. MOTOR: OIL FILLED, PERMANENT LUBRICATION, AUTOMATIC RESET THERMAL OVERLOAD, OIL AND WATER RESISTANT POWER CORD WITH PLUG, NON -OVERLOADING THROUGHOUT THE PUMP CURVE. C. ELECTRIC CONTROL: SIMPLEX AUTOMATIC CONTROLLER, REMOTE FLOATS, NEMA 4X NON -CORROSIVE ENCLOSURE, UL LISTED, ALL STEEL CONSTRUCTION, PRIMED AND PAINTED, HASP AND LOCK, FULL INNER DOOR, ALL COMPONENTS MOUNTED INSIDE ENCLOSURE UNLESS NOTED, FURNISHED WITH FOLLOWING: 1. MAGNETIC TYPE STARTER WITH FUSED DISCONNECT AND THERMAL OVERLOAD IN EACH MOTOR PHASE LEG, H-O-A SELECTOR SWITCH FOR PUMP AND DOOR INTERLOCK. 2. RELAYS FOR OPERATING STARTER. 3. 120 VOLT FUSED PRIMARY AND SECONDARY CONTROL CIRCUIT TRANSFORMER. 4. POWER ON AND RUN LIGHTS FOR PUMP. 5. MERCURY LEVEL FLOAT CONTROLS, MOUNTING BRACKET, JUNCTION BOX. 6. HIGH WATER ALARM WITH RELAYS, RED ALARM LIGHT AND SILENCEABLE ALARM BUZZER. AUXILIARY CONTACTS FOR REMOTE ALARM BUZZER AND REMOTE ALARM LIGHT. 7. CONTINUOUS CORDS FROM PUMP AND LEVEL CONTROLS TO CONTROL PANEL. D. BASIN: BASIN AND COVER SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. E. REFER TO SCHEDULE ON DRAWINGS FOR CAPACITY AND ELECTRICAL CHARACTERISTICS. F. ACCEPTABLE MANUFACTURERS: HYDROMATIC, GOULDS, WEIL, ZOELLER. PART 3 - EXECUTION 3.1 INSTALLATION A. PUMPS SHALL BE INSTALLED, ALIGNED AND STARTED IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTALLATION INSTRUCTION. B. INSTALL PUMPS IN LOCATIONS TO PROVIDE ACCESS FOR MAINTENANCE AND REPLACEMENT OF PARTS. C. SUPPORT PUMPS AND PIPING SEPARATELY SO THAT PIPING DOES NOT SUPPORT PUMPS. D. PROVIDE THE SERVICES OF A FACTORY TRAINED MECHANIC TO START UP THE SYSTEM BASED ON FACTORY RECOMMENDATIONS. PROVIDE OWNER INSTRUCTION AT TIME OF START UP. SUBMIT THREE (3) COPIES OF START UP REPORT TO THE OWNER'S REPRESENTATIVE. E. ALL WIRING FOR SUMP PUMP(S) BETWEEN CONTROL PANEL AND JUNCTION BOX SHALL BE CONTINUOUS. NO JUNCTION BOXES ALLOWED WITHIN PUMP BASIN. 3.2 SUMP PUMP A. INSTALL GATE VALVE AND CHECK VALVE IN DISCHARGE PIPING FOR EACH PUMP. B. SIMPLEX PUMP OPERATION SHALL BE COMPLETELY AUTOMATIC. PRESSURE STYLE SWITCH SHALL START AND STOP THE PUMP AT THE FACTORY SET LEVELS. FLOAT STYLE SWITCHES SHALL BE ADJUSTED TO START AND STOP THE PUMP AT THE SPECIFIED LEVELS. C. DUPLEX PUMP OPERATION SHALL BE COMPLETELY AUTOMATIC AND OPERATED AS FOLLOWS: 1. OPERATE ONE PUMP BETWEEN PREDETERMINED "ON -OFF" ELEVATIONS. 2. SOUND ALARM IN EVENT OF HIGH WATER. 3. OPERATE SECOND PUMP WITHIN PREDETERMINED "ON -OFF" ELEVATIONS IN EVENT FIRST PUMP FAILS OR IS UNABLE TO HANDLE INCOMING FLOW. 4. AUTOMATICALLY ALTERNATE OPERATION OF EACH PUMP. D. INSTALL LIQUID LEVEL CONTROL DEVICES AT PROPER ELEVATION TO PRODUCE SPECIFIED SUMP DRAWDOWN. SECURE CONTROL DEVICES TO DISCHARGE PIPING WITH CORROSION RESISTANT BRACKETS AND FASTENERS. E. INSTALL HIGH WATER ALARM AND MAKE ELECTRICAL CONNECTIONS. INSTALL LIQUID LEVEL CONTROL DEVICE AT PROPER LIQUID DEPTH. SECURE CONTROL DEVICE TO DISCHARGE PIPING WITH CORROSION RESISTANT BRACKETS AND FASTENERS. 3.3 TESTING A. TEST HOT WATER RECIRCULATING PUMPS FOR OPERATION. B. TEST SANITARY AND STORM PUMPING SYSTEMS FOR OPERATION AT SPECIFIED LIQUID DEPTHS. C. TEST HIGH WATER ALARM FOR OPERATION AT SPECIFIED LIQUID DEPTH. D. TEST DOMESTIC WATER PRESSURE BOOSTER PUMP SYSTEM FOR OPERATION. E. CERTIFY IN WRITING THAT TESTS HAVE BEEN PERFORMED AND THE SYSTEMS ARE PROPERLY OPERATING. SUBMIT THREE (3) COPIES OF ALL TEST REPORTS TO THE OWNER'S REPRESENTATIVE. END OF SECTION % MA 1 #11 1010= 1 i ARCH ITECTS,P.C. ADC 111 flrE7:ffU 1_0�E �H7EU�OMD 3 PLAN H Hu" 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK PUMP HOUSE 512 MAIN STREET WEST YARMOUTH, MA 02673 AN EN iNEERiNG Mech n'crflElecrricci Engineering Consultants i?] Tr fEFTOT: 1s 1 wFratuze a.. OF MASS MICH ENGINE N0.5�23ll �r $ GiST��``� �SS1�Lfl.L � I tole t� VV DDA PROJECT #21-008 Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn Author Project Manager BAB P.I.C. MKS SHEET TITLE SPECIFICATIONS SHEET NUMBER P002 I® Im 111111mI G F E D C A 1 2 3 4 5 6 7 8 9 10 1 11 12 13 14 15 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. di N MI L KI HI GI EI E D C B A 1 2 3 SECTION 221100 - WATER SUPPLY PART 1 - GENERAL 1.1 WORK INCLUDED A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM OPERATIONS REQUIRED FOR THE COMPLETE INSTALLATION AND RELATED WORK AS REQUIRED IN CONTRACT DOCUMENTS. 1.2 QUALITY ASSURANCE A. FOLLOW ALL REQUIREMENTS, RECOMMENDATIONS AND APPENDICES TO COMPLY WITH THE FOLLOWING PUBLICATIONS, CODES, STANDARDS, AND LISTINGS/APPROVALS: 1. ANSI/AWWA C600: AWWA STANDARD FOR INSTALLATION OF DUCTILE IRON WATER MAINS AND THEIR APPURTENANCES. 2. NFPA 24: STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES. 3. MASSACHUSETTS STATE HEALTH DEPARTMENT. 4. LOCAL MUNICIPALITY AND FIRE DEPARTMENT REQUIREMENTS AND STANDARDS. 5. ALL ITEMS HERE -IN USED TO CONVEY WATER FOR POTABLE USE SHALL BE LEAD FREE IN ACCORDANCE WITH NSF 61, STANDARD 61, SECTION 9 - STANDARD FOR DRINKING WATER AND LAVATORY FAUCETS AND NSF STANDARD 372 - MAXIMUM LEAD REQUIREMENTS. COMPLIANCE SHALL BE VIA THIRD PARTY TESTING AND CERTIFICATION. 1.3 SUBMITTALS A. PROVIDE SUBMITTALS FOR ALL ITEMS SPECIFIED UNDER PART 2 OF THIS SECTION. PART 2-PRODUCTS 2.1 WATER PIPING A. PIPING MATERIALS: REFER TO SPECIFICATION SECTION 221010, "PIPING SYSTEMS AND ACCESSORIES" AND SECTION 221020, "UNDERGROUND PIPING AND ACCESSORIES". 2.2 BACKFLOW PREVENTERS AND ACCESSORIES A. REDUCED PRESSURE TYPE (DOMESTIC WATER - 2 IN. AND SMALLER): 1. ALL BRONZE BODY CONSTRUCTION, STAINLESS STEEL BOLTS AND INTERNAL PARTS, STAINLESS STEEL CHECK SEATS. 2. FOUR (4) TEST COCKS, BRONZE STRAINER AND FULL PORT BALL VALVE SHUTOFFS. 3. DESIGN EQUIPMENT: WATTS SERIES 909. 4. ACCEPTABLE MANUFACTURERS: AMES, FEBCO, WILKINS, WATTS. B. REDUCED PRESSURE TYPE (DOMESTIC WATER - 2-1/2 IN. AND LARGER): 1. CAST IRON BODY, STAINLESS STEEL BOLTS AND INTERNAL PARTS, REMOVABLE BRONZE SEATS, EPDXY COATED, BRONZE RELIEF VALVE. 2. FOUR (4) TEST COCKS, EPDXY -COATED STRAINER, OS&Y RESILIENT WEDGE GATE VALVES. 3. DESIGN EQUIPMENT: WATTS SERIES 909. 4. ACCEPTABLE MANUFACTURERS: AMES, FEBCO, WILKINS, WATTS. C. REDUCED PRESSURE DETECTOR ASSEMBLY TYPE (FIRE SERVICE): 1. CAST IRON BODY, STAINLESS STEEL BOLTS AND INTERNAL PARTS, REMOVABLE BRONZE SEATS, EPDXY COATED, BRONZE RELIEF VALVE. 2. FOUR (4) TEST COCKS, OS&Y RESILIENT WEDGE GATE VALVES. 3. UUFM LISTED AND APPROVED. 4. SAME SIZE AS FIRE SERVICE. 5. DETECTOR ASSEMBLY CONSISTING OF AN APPROVED REDUCED PRESSURE ZONE BACKFLOW PREVENTER, APPROVED WATER METER AND SHUTOFFS. 6. DESIGN EQUIPMENT: WATTS SERIES 909RPDA. 7. ACCEPTABLE MANUFACTURERS: AMES, FEBCO, WILKINS, WATTS. D. DOUBLE CHECK VALVE TYPE (WATER/FIRE SERVICE - 3 IN. AND LARGER): 1. CAST IRON BODY, STAINLESS STEEL BOLTS AND INTERNAL PARTS, REMOVABLE BRONZE SEATS, EPDXY COATED. 2. FOUR (4) TEST COCKS, OS&Y RESILIENT WEDGE GATE VALVES. 3. UUFM LISTED AND APPROVED. 4. SAME SIZE AS FIRE SERVICE. 5. DESIGN EQUIPMENT: WATTS SERIES 709. 6. ACCEPTABLE MANUFACTURERS: AMES, FEBCO, WILKINS, WATTS. E. DOUBLE CHECK DETECTOR ASSEMBLY TYPE (FIRE SERVICE - 3 IN. AND LARGER): 1. CAST IRON BODY, STAINLESS STEEL BOLTS AND INTERNAL PARTS, REMOVABLE BRONZE SEATS, EPDXY COATED. 2. FOUR (4) TEST COCKS, OS&Y RESILIENT WEDGE GATE VALVES. 3. UUFM LISTED AND APPROVED. 4. SAME SIZE AS FIRE SERVICE. 5. DETECTOR ASSEMBLY CONSISTING OF AN APPROVED DOUBLE CHECK VALVE BACKFLOW PREVENTER, APPROVED WATER METER AND SHUTOFFS. 6. DESIGN EQUIPMENT: WATTS SERIES 709 DCDA. 7. ACCEPTABLE MANUFACTURERS: AMES, FEBCO, WILKINS, WATTS. 2.3 VACUUM BREAKERS A. ATMOSPHERIC TYPE: 1. LEAD FREE BRASS BODY, SILICONE DISC, ASSE 1001, THREADED INLET AND OUTLET CONNECTIONS, POLISHED CHROME FOR FINISHED AREAS. 2. DESIGN EQUIPMENT: WATTS SERIES #LF288-A 3. ACCEPTABLE MANUFACTURERS: WATTS, CONBRACO, ZURN OR APPROVED EQUAL. B. HOSE CONNECTION TYPE: 1. BRASS BODY, STAINLESS STEEL WORKING PARTS, RUBBER DIAPHRAGM AND DISC, DRAINABLE, NON REMOVABLE FEATURE, POLISHED CHROME FOR FINISHED AREAS. 2. DESIGN EQUIPMENT: WATTS #8A. 3. ACCEPTABLE MANUFACTURERS: WATTS, CONBRACO, ZURN OR APPROVED EQUAL. PART 3 - EXECUTION 3.1 GENERAL A. COORDINATE WORK WITH ALL OTHER TRADES AND UTILITY COMPANY. B. INSPECT PIPE, FITTINGS AND EQUIPMENT PRIOR TO INSTALLATION. REMOVE ALL DEFECTIVE MATERIALS FROM THE SITE. C. DO NOT BACKFILL UNTIL INSPECTION BY OWNER'S REPRESENTATIVE. D. INSTALL PIPE AND EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND IN A WORKMANLIKE MANNER AS DETERMINED BY THE OWNER'S REPRESENTATIVE. 3.2 WATER SERVICE 4 5 0 A. INSTALL ALL PIPING ON FIRM BED, USING CAUTION WHERE PIPING PASSES OVER EXCAVATION. PROVIDE CONCRETE THRUST BLOCKS TO SUPPORT HYDRANT AND PREVENT MOVEMENT AT ALL CHANGES IN DIRECTION OF PIPING. THRUST BLOCKS NOT REQUIRED FOR TYPE K COPPER PIPING INSTALLATION. PROVIDE RODS, CLAMPS AND RETAINER GLANDS ON ALL ELBOWS AND FITTINGS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS TO PREVENT FITTING FROM BLOWING OFF UNDER LINE PRESSURE. COAT ALL CLAMPS, RODS, NUTS WITH TWO COATS OF BITUMASTIC. B. MINIMUM EARTH COVER SHALL BE 5 FT. - 0 IN. UNLESS OTHERWISE NOTED. C. WATER MAINS CROSSING SANITARY OR STORM SEWERS SHALL BE INSTALLED TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 1 FT. - 6 INCHES BETWEEN THE OUTSIDE OF THE PIPES WHERE THE WATER MAIN IS ABOVE OR BELOW THE SEWER. LOCATE THE WATER PIPE SO THAT THE CROSSING OF THE SEWER OCCURS AT THE MID -SECTION OF A FULL LENGTH OF PIPE. THE MINIMUM HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SEWER MAINS SHALL BE 10 FT. - 0 IN. MEASURED FROM THE OUTSIDE OF THE PIPES. IF SEPARATION OR DISTANCE OF JOINTS FROM PIPE CROSSING CANNOT BE ESTABLISHED, ENCASE WATER PIPING IN 6 IN. CONCRETE FOR A DISTANCE 10 FT. - 0 IN. EACH SIDE OF CROSSING. 3.3 WATER METER A. PROVIDE PRESSURE GAUGE ON OUTLET SIDE OF METER. PROVIDE LINE SIZE STRAINER ON INLET SIDE OF METER. PROVIDE CONCRETE BASE OR PIPE STANDS TO SUPPORT METER ASSEMBLY. PROVIDE BYPASS PIPING WITH SEALED VALVE AROUND METER. B. THE WATER METER ASSEMBLY AND PIPING ARRANGEMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE LOCAL WATER AUTHORITY STANDARDS. 3.4 BACKFLOW PREVENTERS A. THE BACKFLOW PREVENTER INSTALLATION SHALL BE INSTALLED IN ACCORDANCE TO THE HEALTH DEPARTMENT APPROVED DRAWINGS. B. PRIOR TO INSTALLATION OF BACKFLOW PREVENTERS, OBTAIN THE APPROVED DRAWINGS FROM THE ENGINEER. C. PROVIDE HUB STYLE DRAIN FOR EMERGENCY RELIEF DRAIN WITH A PIPE SEPARATION OF AT LEAST TWO (2) PIPE DIAMETERS FROM BACKFLOW PREVENTER RELIEF OUTLET. 3.5 PIPING A. RUN SLIGHTLY OFF LEVEL TO LOW POINTS; PROVIDE DRAIN VALVES AT LOW POINTS. PROVIDE SHOCK ABSORBERS WHERE SHOWN, OR SPECIFIED. BRANCH HEADERS SERVING FLUSH VALVES SHALL BE FULL SIZE AS SHOWN. EXPOSED WATER PIPING IN KITCHEN SHALL BE CHROME PLATED BRASS (FROM INSULATION TO FIXTURE OR EQUIPMENT CONNECTION.). PROVIDE DIELECTRIC PIPE FITTINGS WHEN CONNECTING TO PIPING SYSTEMS OF DISSIMILAR METALS. ALL SUPPLY PIPING TO FIXTURES, FAUCETS, HYDRANTS AND FLUSH VALVES SHALL BE ANCHORED TO PREVENT MOVEMENT. B. PROVIDE SHOCK ABSORBERS WHERE FLUSH VALVES AND QUICK CLOSING VALVES ARE USED AS SPECIFIED IN SECTION 223010. 3.6 ARRANGEMENTS A. PROVIDE FOR APPLICATION TO AND OBTAIN APPROVAL FROM THE LOCAL WATER AUTHORITY FOR CONNECTION TO MUNICIPAL SYSTEMS. B. CONTACT THE WATER AUTHORITY FOR THE EXTENT OF THEIR WORK, THE COSTS, FEES, REQUIRED PERMITS AND THEIR INSTALLATION REQUIREMENTS. MAKE ALL ARRANGEMENTS, PAY ALL COSTS, FEES AND OBTAIN ALL PERMITS. INCLUDE ALL COSTS WITHIN THE BASE BID. 3.7 CLEANING AND DISINFECTING A. REFER TO SPECIFICATION SECTION 221010, "PIPING SYSTEMS AND ACCESSORIES" FOR DOMESTIC WATER PIPING CLEANING AND DISINFECTING REQUIREMENTS. 3.8 TESTS A. PROVIDE ALL NECESSARY ITEMS TO COMPLETE PROPER TESTING OF WORK. PERFORM ALL TESTING IN ACCORDANCE WITH GOVERNING CODES, LOCAL UTILITIES AND OTHER AGENCIES HAVING JURISDICTION AND AS SPECIFIED. PAY ALL COSTS TO PERFORM TESTS. PERFORM ALL TESTING IN A SAFE MANNER. B. UPON COMPLETION OF CONSTRUCTION, ALL BACKFLOW PREVENTION DEVICES PROVIDED UNDER THIS CONTRACT SHALL BE TESTED. TESTS SHALL BE PERFORMED BY A CERTIFIED BACKFLOW PREVENTER TESTER REGISTERED BY THE MASSACHUSETTS DEPARTMENT OF HEALTH. PROVIDE THREE (3) COPIES OF FORM DOH-1013 FOR EACH DEVICE WITH PART A COMPLETED BY THE TESTER. SUBMIT FORMS TO ENGINEER. PAY ALL COSTS REQUIRED FOR TESTING DEVICES, INCLUDING ADMINISTRATIVE COSTS ASSOCIATED WITH SATISFYING THE REQUIREMENTS AND REGULATIONS OF WATER AUTHORITY AND HEALTH DEPARTMENT. REPAIR OR REPLACE ANY DEVICE FAILING THE TEST AND REPEAT THE TEST. C. TEST EACH VACUUM BREAKER ACCORDING TO AUTHORITIES HAVING JURISDICTION AND THE DEVICE'S REFERENCE STANDARD. D. REFER TO SPECIFICATION SECTION 221010, "PIPING SYSTEMS AND ACCESSORIES" FOR PIPE TESTING REQUIREMENTS. END OF SECTION SECTION 223010 - EQUIPMENT PART 1 - GENERAL 1.1 WORK INCLUDED A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM OPERATIONS REQUIRED FOR THE COMPLETE INSTALLATION AND RELATED WORK AS REQUIRED IN CONTRACT DOCUMENT. 1.2 SUBMITTALS A. PROVIDE SUBMITTALS FOR ALL ITEMS SPECIFIED UNDER PART 2 OF THIS SECTION. PART 2 - PRODUCTS 2.1 FLOOR DRAINS A. DRAIN DESCRIPTION: ALL FLOOR DRAINS TYPE A UNLESS OTHERWISE NOTED. 1. TYPE A: CAST IRON BODY, FLASHING COLLAR WITH WEEPHOLES, NICKEL BRONZE, 71N. DIAMETER ADJUSTABLE STRAINER; JAY R. SMITH FIGURE #2010-A. 2. TYPE B: CAST IRON BODY, FLASHING COLLAR WITH WEEPHOLES, 8 IN. DIAMETER CAST IRON GRATE MEDIUM DUTY, REMOVABLE SEDIMENT BUCKET; ACID RESISTANT COATING, JAY R. SMITH FIGURE #2110-ARI. B. MAKE: JOSAM, JAY R. SMITH, MIFAB, WATTS OR ZURN. 2.2 FLOOR SINKS A. SINK DESCRIPTION: 1. TYPE A: ACID RESISTANT COATED BODY WITH 12-1/2 IN. SQUARE NICKEL BRONZE TOP, 8 IN. DEEP WITH SEDIMENT BUCKET; JAY R. SMITH FIGURE #3150. B. MAKE: JOSAM, JAY R. SMITH, MIFAB, WATTS OR ZURN. 2.3 CLEANOUTS A. FLOORS: CAST IRON BODY, NICKEL -BRONZE TOP WITH ADJUSTABLE FEATURE, BRONZE PLUG AND FLASHING CLAMP WHERE REQUIRED, CARPET MARKER AND TILE COVER WHERE APPLICABLE; JAY R. SMITH SERIES #4028. B. WALLS: CAST IRON FERRULE, WITH BRONZE PLUG AND STAINLESS STEEL SMOOTH ACCESS COVER. 1. HORIZONTAL: JAY R. SMITH FIGURE #4402. 2. VERTICAL: JAY R. SMITH FIGURE #4531. 8 I 1. CAST IRON BODY, ADJUSTABLE ROUND HEAVY DUTY TOP, WITH TRACTOR COVER, VANDAL PROOF SCREWS AND BRONZE PLUG; JAY R. SMITH FIGURE #4246. B. MAKE: JOSAM, JAY R. SMITH, MIFAB, WATTS OR ZURN. 2.2 WALL HYDRANTS A. EXPOSED TYPE HOSE CONNECTION, LEAD-FREE, SOLDER CONNECTION, NICKEL BRONZE FACE, QUARTER TURN VALVE, NONFREEZE TYPE, 3/4 IN. HOSE CONNECTION, SELF DRAINING, INTEGRAL VACUUM BREAKER WITH VANDAL RESISTANT CAP, LOOSE KEY CONTROL AND WALL CLAMP; JAY R. SMITH FIGURE #5609QT. B. MAKE: JAY R. SMITH, PRIER, WATTS, WOODFORD OR ZURN. 2.3 HOSE BIBBS (INTERIOR) A. INSIDE SILL FAUCET, VACUUM BREAKER, LEAD-FREE, SOLDER CONNECTION; 3/4 IN. HOSE THREAD OUTLET, LOCK SHIELD CAP, LOOSE KEY CONTROL, FLANGED FEMALE INLET, POLISHED CHROME PLATE FINISH FOR FINISHED ROOMS, ROUGH CHROMIUM FOR UNFINISHED ROOMS. B. MAKE: WOODFORD MODEL 84, PRIER, CHICAGO FAUCETS OR ACORN IN FINISHED ROOM; CHICAGO FAUCETS #998 IN MECHANICAL ROOMS, BOILER ROOM, PENTHOUSE, OR OTHER UNFINISHED ROOMS. 2.4 SHOCK ABSORBERS A. HYDROPNEUMATICALLY CONTROLLED WITH PERMANENTLY SEALED EXPANSION CHAMBER PRE -CHARGED WITH NON-COMBUSTIBLE GAS; LEAD-FREE, THREADED CONNECTION, MEETS OR EXCEEDS PLUMBING AND DRAINAGE INSTITUTE STANDARD PDI WH-201 AND ASSE STANDARD 1010. 1. BELLOWS TYPE: STAINLESS STEEL CONSTRUCTION WITH STAINLESS STEEL BELLOWS. 2. PISTON TYPE: HARD DRAWN COPPER BODY WITH BRASS PISTON, CAP AND ADAPTER, AND ELASTOMER SEALS. B. ELASTOMER OR RUBBER COMPOUND TYPE BELLOWS NOT ALLOWED. C. MAKE: WATTS #LF15M2, PRECISION PLUMBING PRODUCTS, JAY R. SMITH, OR ZURN. 2.5 TRAP GUARDS A. ELASTOMERIC, NORMALLY CLOSED SEAL TO PREVENT EVAPORATION OF P-TRAPS. INSERTS INTO THROAT OF FLOOR DRAIN. PROVIDE FOR EACH NEW FLOOR DRAIN. B. MAKE: PROVENT SYSTEMS, INC. "PROSET TRAP GUARD". 2.6 TEMPERATURE MIXING VALVE - EMERGENCY SAFETY SYSTEM A. VALVE SHALL MIX 140°F HOT WATER WITH 40'F COLD WATER TO OBTAIN A WATER OUTLET TEMPERATURE OF 85°F. THE VALVE SHALL CONSIST OF THE FOLLOWING: 1. SINGLE THERMOSTATIC MIXING VALVE WITH 1-1/4 IN. INLET AND 1-1/4 IN. OUTLET. FLOW CAPACITY OF 48 GPM AT 5 PSI PRESSURE DROP, AND 25 GPM AT 20 PSI PRESSURE DROP. 2. COMBINATION STRAINER CHECK STOPS, TAMPER RESISTANT TEMPERATURE ADJUSTMENT CONTROL. 3. PROVIDE VALVES ON HOT, COLD AND TEMPERED WATER PIPING WITH FITTINGS, NIPPLES, TRIM PIPING AND ESCUTCHEON PLATES. HORIZONTAL STEM DIAL THERMOMETERS ON HOT, COLD AND TEMPERED WATER PIPING. 4. ROUGH BRONZE LEAD FREE MIXING VALVE AND TRIM EXPOSED ON WALL. B. MAKE: HAWS MODEL 9201 E, LEONARD, OR SYMMONS. 2.7 TRENCH DRAIN A. PRE -SLOPED TRENCH DRAIN SYSTEM. HIGH DENSITY POLYETHYLENE STRUCTURAL COMPOSITE DRAIN CHANNEL WITH .75% BOTTOM SLOPE. ALL SECTIONS 80 IN. MODULAR LENGTHS AND INTEGRAL TOP FRAME, INTERLOCKING ENDS AND RADIUSED BOTTOM. COMBINATION TIE- DOWN/LEVELING DEVICES AT 20 IN. INTERVALS. INTEGRAL REBAR CLIP. HEEL -PROOF DUCTILE GRATE, VANDAL PROOF CENTER LOCKDOWN. HEAVY DUTY FRAME. B. HIGH DENSITY POLYETHYLENE STRUCTURAL COMPOSITE CATCH BASIN WITH SEDIMENT BASKET. COMPLETE WITH INTERLOCKING ENDS, COMBINATION TIE-DOWN/LEVELING DEVICES AND HEAVY DUTY HEEL - PROOF DUCTILE GRATE. INTEGRAL REBAR CLIP. HEAVY DUTY FRAME. C. PROVIDE REBAR STEEL STAKES FOR TEMPORARY SUPPORT AND LEVELING DURING INSTALLATION. SIZE PER DRAIN MANUFACTURER. D. MANUFACTURER: ZURN Z-886 "PERMA-TRENCH DRAIN SYSTEM". PART 3 - EXECUTION 3.1 EQUIPMENT CONNECTIONS A. PLUMBING CONTRACTOR SHALL: 1. PROVIDE ALL ROUGHING AND FINAL WATER, WASTE, VENT CONNECTIONS TO ALL EQUIPMENT REQUIRING SAME AS CALLED FOR ON CONTRACT DOCUMENTS. 2. REFER TO CONTRACT DOCUMENTS FOR ROUGHING SCHEDULES, AND EQUIPMENT AND LISTS INDICATING SCOPE OF CONNECTIONS REQUIRED. 3. PROVIDE LOOSE KEY STOPS, "P" TRAPS, TAILPIECES, ADAPTERS, AND ALL NECESSARY PIPING AND FITTINGS FROM ROUGHING POINT TO EQUIPMENT. 4. PROVIDE FOR INSTALLATION OF SINKS, FAUCETS, TRAPS, TAILPIECES PROVIDED BY AN EQUIPMENT CONTRACTOR. THESE ITEMS TO BE DELIVERED, IN EASILY IDENTIFIED CARTONS, TO THE PROPER ROOM FOR CONTRACTOR'S INSTALLATION. 5. INSTALL CONTROLS AND DEVICES FURNISHED BY OTHERS. 6. PROVIDE COLD WATER LINE WITH GATE OR VALVE AND BACKFLOW PREVENTION DEVICE AT LOCATIONS CALLED FOR. CONTINUATION AND CONNECTION TO EQUIPMENT BY OTHERS. 7. INSTALL RELIEF VALVE DISCHARGE PIPING FROM EQUIPMENT RELIEF VALVES. 8. PROVIDE FOR OWNER FURNISHED EQUIPMENT: a. CONNECT COMPLETE AND READY FOR USE, INCLUDING ALL VALVES, PIPING, PIPING ACCESSORIES, TRAPS, PRESSURE REDUCING VALVES, GAUGES, RELIEF VALVES, VENTS, DRAINS, INSULATION, CONTROLS, ETC., AS REQUIRED BY OWNER. b. REFER TO MANUFACTURER DRAWINGS AND SPECIFICATIONS FOR REQUIREMENTS OF SPECIAL EQUIPMENT. VERIFY CONNECTION REQUIREMENTS BEFORE BIDDING. 3.2 CLEANOUTS A. INSTALL CLEANOUTS OUT OF TRAFFIC PATTERNS AND FLUSH TO FLOOR. PROVIDE OFFSET FROM SANITARY LINE SERVED. DO NOT LOCATE UNDER DOORS OR UNDER LOCKERS. MAINTAIN DISTANCE BETWEEN CLEANOUTS ON PIPING 4 IN. AND SMALLER, 50 FT.; OVER 4 IN., 100 FT. AT CHANGES IN DIRECTION GREATER THAN 45°. INSTALL AT BASE OF SOIL, WASTE, VENT, STACKS AND ROOF CONDUCTORS AND WHERE CALLED FOR. B. CLEANOUTS: SAME NOMINAL SIZE AS PIPE, BUT NOT LARGER THAN 4 IN. 3.3 WALL HYDRANTS A. INSTALL MINIMUM 24 IN. ABOVE GRADE. 3.4 HOSE BIBBS A. INSTALL AT LOW POINTS OF PIPING SYSTEM. 3.5 SHOCK ABSORBERS A. INSTALL IN VERTICAL POSITION. 10 12 3.1 TEMPERATURE MIXING VALVE A. PROVIDE WHERE CALLED FOR. PROVIDE 2 FT. - 0 IN. DEEP HEAT TRAP ON HOT WATER SUPPLY LINE AHEAD OF CONNECTION TO MIXING VALVE. B. PROVIDE FACTORY -TRAINED TECHNICIAN TO START UP, ADJUST AND INSPECT THE MIXING VALVE AND PIPING FOR CORRECT INSTALLATION AND TEMPERATURE ADJUSTMENT. END OF SECTION SECTION 223400 - WATER HEATERS PART 1 - GENERAL 1.1 SCOPE OF WORK A. WORK OF THIS SECTION SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO INSTRUCTIONS TO BIDDERS, AGREEMENT AND GENERAL CONDITIONS, GENERAL REQUIREMENTS AND BASIC MECHANICAUELECTRICAL REQUIREMENTS. B. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM WORK AND RELATED WORK REQUIRED BY CONTRACT DOCUMENTS FOR A COMPLETE OPERATING SYSTEM. 1.2 SUBMITTALS A. SUBMIT MANUFACTURER'S DATA FOR APPROVAL IN ACCORDANCE WITH BASIC MECHANICAUELECTRICAL REQUIREMENTS. OBTAIN APPROVAL PRIOR TO ORDERING MATERIAL. B. PROVIDE SUBMITTALS FOR ALL PRODUCTS TO BE INSTALLED INCLUDING, BUT NOT LIMITED TO: 1. WATER HEATER. 2. TANK PROTECTIVE VALVES. 3. EXPANSION TANK. 4. ALL HEATER AND TANK ACCESSORIES. 5. ALL SYSTEM WIRING DIAGRAMS. 6. TANK LINING. 7. CONDENSATE NEUTRALIZER KIT. 1.3 SPECIAL COORDINATION A. COORDINATE ALL WORK OF OTHER TRADES IN MECHANICAL ROOM. B. FURNISH DIVISION 26 "ELECTRIC" WITH DIMENSIONAL DRAWINGS SHOWING LOCATION OF ELECTRICAL CONNECTIONS, LOCATION OF EQUIPMENT MOUNTED ON WALLS, AND OF OTHER EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS, REMOVALS OR REPLACEMENTS. PART 2-PRODUCTS 2.1 WATER HEATER - ELECTRIC, TANK TYPE (EWH-1, BATHROOMS) A. 19 GALLON, GLASS LINED 125 PSI STORAGE TANK WITH INDIVIDUALLY FUSED ELEMENTS PER NEC. TOTAL KW TO BE 5KW AT 208 VOLTS, SINGLE PHASE WITH RECOVERY OF 21 GPH AT 10OF RISE. THREE (3) YEAR COMMERCIAL WARRANTY. B. PROVIDE HIGH TEMPERATURE LIMIT, OPERATING TEMPERATURE CONTROL AND MAGNESIUM ANODE RODS, INSULATION TO MEET CURRENT ENERGY CODES. C. PROVIDE TEMPERATURE AND PRESSURE RELIEF VALVE, ASME STAMPED AND RATED FOR FULL HEATING CAPACITY. PIPE RELIEF TO DRAIN. D. PROVIDE LOW WATER CUT OFF. E. DESIGN EQUIPMENT: BRADFORD WHITE MODEL LE1201-3-3. F. ACCEPTABLE MANUFACTURERS: A.O. SMITH, STATE OR APPROVED EQUAL. 2.2 WATER HEATER - ELECTRIC, TANK TYPE (EWH-2, SWIM -UP BAR) A. 28 GALLON, GLASS LINED 125 PSI STORAGE TANK WITH INDIVIDUALLY FUSED ELEMENTS PER NEC. TOTAL KW TO BE 5KW AT 208 VOLTS, SINGLE PHASE WITH RECOVERY OF 21 GPH AT 10OF RISE. THREE (3) YEAR COMMERCIAL WARRANTY. B. PROVIDE HIGH TEMPERATURE LIMIT, OPERATING TEMPERATURE CONTROL AND MAGNESIUM ANODE RODS, INSULATION TO MEET CURRENT ENERGY CODES. C. PROVIDE TEMPERATURE AND PRESSURE RELIEF VALVE, ASME STAMPED AND RATED FOR FULL HEATING CAPACITY. PIPE RELIEF TO DRAIN. D. PROVIDE LOW WATER CUT OFF. E. DESIGN EQUIPMENT: BRADFORD WHITE MODEL LE230LN3-3. F. ACCEPTABLE MANUFACTURERS: A.O. SMITH, STATE OR APPROVED EQUAL. 2.3 WATER HEATER - ELECTRIC, INSTANTANEOUS TYPE (ETH-01, ETH-02 PUMP ROOMS - EMERGENCY SHOWERS) A. PROVIDE INSTANTANEOUS ELECTRIC WATER HEATER WITH POWDER COATED STEEL NEMA 4 UL RATED CABINET, DIGITAL MICROPROCESSING TEMPERATURE CONTROL, REPLACEABLE FILTER, NICKEL CHROME ELEMENT, MEETS ANSI/UL 499 FOR TEPID WATER TEMPERATURE UNITS. PROVIDE CONTROL FLOW RATE AT 23 GPM, TEMPERATURE ACCURACY OF +/-1 F AT STEADY STATE FLOW; 126 KW, 480 VOLTS, THREE PHASE POWER REQUIREMENTS. B. DESIGN EQUIPMENT: HAWS MODEL 9326 1. PROVIDE HAWS MODEL 932X WATER HAMMER ARRESTOR AND PIPING KIT FOR WATER HEATER. C. ACCEPTABLE MANUFACTURERS: CHRONOMITE, BRADFORD WHITE OR APPROVED EQUAL. 2.4 THERMAL EXPANSION TANK A. VERTICAL STEEL EXPANSION TANK CONSTRUCTED AND DESIGNED PER ASME CODE SECTION VIII, 150 PSI WORKING PRESSURE, STEEL OUTER SHELL, RIGID POLYPROPYLENE LINER, HEAVY DUTY BUTYL RUBBER DIAPHRAGM AND NON-FERROUS SYSTEM CONNECTION TAPPING, SUITABLE FOR POTABLE HOT WATER, FACTORY PRE -CHARGED AT 55 PSI. TANK WILL HAVE A 8 IN. DIAMETER AND A HEIGHT OF 14 IN. WITH A 2 GALLON TOTAL VOLUME AND 0.45 MAXIMUM ACCEPTANCE FACTORS. THE MANUFACTURER WILL BE SIMILAR TO MODEL ST-5C-DD BY AMTROL, WESSEL OR APPROVED EQUAL. B. DESIGN EQUIPMENT: AMTROL C. ACCEPTABLE MANUFACTURERS: WATTS, WESSEL. 2.5 TANK PROTECTIVE VALVES A. PRESSURE RELIEF VALVES: 1. ASME STAMPED AND RATED. 2. OPEN AT 125 LBS. PRESSURE SIZED FOR FULL HEATING CAPACITY. 3. MAKE: BELL & GOSSETT, KUNKLE, WATTS OR APPROVED EQUAL. B. TEMPERATURE AND PRESSURE RELIEF VALVE: 1. ASME STAMPED AND RATED (FOR STEAM OR HOT WATER). 2. SIZE FOR FULL HEAT INPUT. 3. COMPLYING WITH FEDERAL SPEC. MIL-V-13612C. 4. VALVE SHALL BE SIZED AND SELECTED BY MANUFACTURER FOR TANK AND HEATER INSTALLED. 5. MAKE: CAMCO, CASH -ACME, WATTS, OR APPROVED EQUAL. PART 3 - EXECUTION 3.1 WATER HEATERS A. INSTALL EACH HEATER ON A 6 IN. HIGH CONCRETE PAD. B. PIPE PRESSURE AND TEMPERATURE RELIEF VALVE DRAIN TO DISCHARGE TO NEAREST FLOOR DRAIN. 13 14 15 C. PROVIDE ALL ELECTRIC WIRING AND EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S WIRING DIAGRAMS AND INSTRUCTIONS. MAKE ALL FINAL CONNECTIONS. D. PROVIDE ALL PIPING, VALVES AND FITTINGS IN ACCORDANCE WITH MANUFACTURER'S PIPING INSTRUCTIONS. MAKE ALL FINAL CONNECTIONS. E. PROVIDE EQUIPMENT IN ACCORDANCE WITH CONTRACT DRAWINGS AND ALL LOCAL CODES. F. PROVIDE GAS PRESSURE REGULATOR WHEN INLET GAS PRESSURE EXCEEDS 14 IN. W.C. G. PROVIDE START-UP SERVICES OF A FACTORY TRAINED TECHNICIAN TO INSPECT THE INSTALLATION BASED ON FACTORY RECOMMENDATIONS. ITEMS INCLUDE BUT ARE NOT LIMITED TO: 1. VERIFICATION OF PROPER PIPING ARRANGEMENT. 2. FUEL SUPPLY PIPING AND CONNECTION(S). 3. COMBUSTION EFFICIENCY. 4. VERIFICATION OF PROPER TEMPERATURE RISE ACROSS HEATER(S). 5. VERIFICATION OF PROPER VENTING WITH DRAFT READING. 6. OPERATING AND SAFETY CONTROLS. 7. PROPER OPERATION OF EQUIPMENT. 8. VERIFICATION OF PIPING ARRANGEMENT AND AQUASTAT LOCATION. 9. VERIFICATION OF PROPER GAS PRESSURE TO UNIT AND TO BURNERS. 10. RELIEF VALVE SETTINGS AND AGA BTU CAPACITIES. 11. ALL CONTROL SETTINGS. H. SUBMIT THREE (3) COPIES OF STARTUP REPORTS IN WRITING WITH ALL FACTORY CHECKOUT DATA SIGNED BY THE FACTORY AUTHORIZED SERVICE AGENT TO THE OWNER'S REPRESENTATIVE. I. PLACE EQUIPMENT IN OPERATION. , J. THE INSTALLATION OF WATER HEATERS SHALL BE BASED ON THE DETAILS SHOWN ON THE DRAWINGS AND SPECIFIED IN THIS SECTION. APPROVED WATER HEATERS PROVIDED OTHER THAN TYPE SHOWN OR SPECIFIED SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDED INSTALLATION INSTRUCTIONS AND PIPING DIAGRAMS. 3.2 INSTANTANEOUS WATER HEATERS A. INSTALL INSTANTANEOUS TYPE WATER HEATERS AS RECOMMENDED BY THE MANUFACTURER. PLACE AND SECURE ANCHORAGE DEVICES TO BUILDING STRUCTURE. MAINTAIN MANUFACTURER'S RECOMMENDED CLEARANCES. ARRANGE UNITS SO CONTROLS AND DEVICES THAT REQUIRE SERVICING ARE ACCESSIBLE. 3.3 STORAGE TANKS AND HEATERS A. INSTALL TANK ON A 6 IN. HIGH CONCRETE PAD. B. TEMPERATURE AND PRESSURE RELIEF VALVES: 1. EXTEND DRAIN PIPING TO TERMINATE AT 6 IN. ABOVE FLOOR OR FLOOR DRAIN. SUPPORT ALL DISCHARGE PIPING INDEPENDENT OF VALVES TO ELIMINATE STRAIN ON VALVE BODIES. 2. INSTALL ALL VALVES PER ANSI Z21.22. 3. THE TEMPERATURE SENSING ELEMENTS SHALL BE IMMERSED IN THE WATER WITHIN THE TOP 6 IN. OF THE TOP OF THE TANK. 4. INSTALL PRESSURE RELIEF VALVE IN THE COLD WATER LINE. C. UNUSED TANK OPENINGS: 1. PROVIDE SOLID BRASS OR BRONZE PLUGS IN ALL UNUSED TANK OPENINGS. END OF SECTION N !TS!f tA!RCHITECP.C. M AI_DICI-IffFC�UMD F PLA H H � H77�' L 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK PUMP HOUSE 512 MAIN STREET WEST YARMOUTH, MA 02673 K F. ENG,NEERiNG ivfaci nn�'c;!ti�cc ici;i Eogmeerin Consultants 1333TATE.."ifCT i7_4if +ins R �H OF MICH Ut I NO, 54M DDA PROJECT #21-008 Stamp F SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01 /22 E D C Drawn MJC Project Manager BAB P.I.C. MKS SHEET TITLE SPECIFICATIONS B SHEET NUMBER P003 A 1 1 2 3 4 5 i 6 7 8 9 10 1 11 12 1 3 14 15 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. 1 2 3 SECTION 224000 - PLUMBING FIXTURES AND TRIM PART 1 - GENERAL 1.1 WORK INCLUDED N A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM OPERATIONS REQUIRED FOR THE COMPLETE INSTALLATION AND RELATED WORK AS REQUIRED IN CONTRACT DOCUMENTS. 1.2 SUBMITTALS A. SUBMIT MANUFACTURER'S DATA IN ACCORDANCE WITH BASIC MECHANICAUELECTRICAL REQUIREMENTS. OBTAIN APPROVAL PRIOR TO ORDERING MATERIAL B. PROVIDE SUBMITTALS FOR ALL ITEMS SPECIFIED UNDER PART 2 - M PRODUCTS OF THIS SECTION. 1.3 DESCRIPTION OF FIXTURES A. FIXTURES AND TRIM SHALL BE OF THOSE MANUFACTURERS LISTED, UNLESS OTHERWISE INDICATED. FIXTURES FOR THIS PROJECT SHALL BE OF SAME MANUFACTURER. 1. FIXTURES: AMERICAN STANDARD, KOHLER, MANSFIELD, SLOAN, TOTO, WATTS OR ZURN. 2. FAUCETS: CHICAGO FAUCETS, DELTA, MOEN, SYMMONS, T&S BRASS OR ZURN. ALL FAUCETS SHALL BE LEAD-FREE IN ACCORDANCE WITH NSF 61 AND NSF 372. L 3. FLUSHOMETERS: SLOAN "REGAL XL" OR ZURN. 4. CLOSET SEATS: BEMIS, BENEKE, CHURCH OR OLSONITE. 5. FIXTURE CARRIERS: JAY R. SMITH, WATTS, WADE, JOSAM OR ZURN. 6. SINKS: ELKAY, JUST OR KOHLER. 7. WATER COOLERS: ELKAY, HALSEY TAYLOR OR HAWS. 8. SUPPLIES, STOPS AND TRAPS: BRASSCRAFT, EBC, MCGUIRE OR SANITARY DASH. K B. EXPOSED PARTS OF TRIM SHALL HAVE POLISHED CHROME PLATED FINISH. C. TUBULAR DRAINAGE PRODUCTS ("P" TRAPS, NIPPLES, ETC.) SHALL BE 17 GAUGE BRASS. 1.4 QUALITY ASSURANCE A. COMPLY WITH REQUIREMENTS OF THE PLUMBING FIXTURE LAW OF THE MASSACHUSETTS STATE DEPT. OF ENVIRONMENTAL PROTECTION. B. COMPLY WITH THE AMERICAN DISABILITIES ACT GUIDELINES AND ANSI A117.1 "ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES". J C. ALL ITEMS HERE -IN USED TO CONVEY WATER FOR POTABLE USE SHALL BE LEAD FREE IN ACCORDANCE WITH NSF STANDARD 61, SECTION 9 STANDARD FOR DRINKING WATER AND LAVATORY FAUCETS AND NSF STANDARD 372 - MAXIMUM LEAD REQUIREMENTS. COMPLIANCE SHALL BE VIA THIRD -PARTY TESTING AND CERTIFICATION. D. ALL FIXTURE TRIM USED TO CONVEY WATER FOR POTABLE USE SHALL BE LEAD FREE. PART2-PRODUCTS 2.1 WATER CLOSETS H A. WC -A: 1. AMERICAN STANDARD #2257.101 AFWALL, WALL HUNG, VITREOUS CHINA, SIPHON JET, ELONGATED BOWL, 1.28 GPF, FULLY GLAZED 2 IN. BALL PASS TRAPWAY, WITH 1-1/2 IN. TOP SPUD, FITTED WITH FOLLOWING: a. FV-B FLUSH VALVE AS SPECIFIED HEREIN. b. CHURCH #9500SSC, EXTRA HEAVY WEIGHT, WHITE ELONGATED SOLID PLASTIC, OPEN FRONT CLOSET SEAT WITH COMBINATION SELF-SUSTAINING CHECK HINGES, LESS G COVER. C. JAY R. SMITH SERIES 200 CLOSET FITTINGS AND CARRIER. B. WC-B (HDCP): 1. AMERICAN STANDARD #2257.101 AFWALL, WALL HUNG, VITREOUS CHINA, SIPHON JET, ELONGATED BOWL, 1.28 GPF, FULLY GLAZED 2 IN. BALL PASS TRAPWAY, WITH 1-1/2 IN. TOP SPUD, FITTED WITH FOLLOWING: a. FV-B FLUSH VALVE AS SPECIFIED HEREIN. b. CHURCH #9500SSC, EXTRA HEAVY WEIGHT, WHITE E ELONGATED SOLID PLASTIC, OPEN FRONT CLOSET SEAT WITH COMBINATION SELF-SUSTAINING CHECK HINGES, LESS COVER. C. JAY R. SMITH SERIES 200 CLOSET FITTINGS AND CARRIER. d. MOUNT AT ADA REQUIRED HEIGHT AND LOCATION OR AS SHOWN ON ARCHITECTURAL DRAWINGS. 2.2 URINALS A. UR-A: E 1. AMERICAN STANDARD #6590.501, WASHBROOK 0.5 GPF WALL HUNG, VITREOUS CHINA, WASHOUT URINAL WITH EXTENDED SHIELDS, STAINLESS STEEL STRAINER, OUTLET CONNECTION THREADED 2 IN. FEMALE, 314 IN. TOP SPUD, FITTED WITH FOLLOWING: a. FV- G FLUSH VALVE AS SPECIFIED HEREIN. b. JAY R. SMITH SERIES 637 CARRIER WITH RECTANGULAR UPRIGHTS, BEARING AND BASE PLATES. B. UR-B (HDCP): D 1. AMERICAN STANDARD #65901.501, WASHBROOK 0.5 GPF, WALL HUNG, VITREOUS CHINA, WASHOUT URINAL WITH EXTENDED SHIELDS, STAINLESS STEEL STRAINER, OUTLET CONNECTION THREADED 2 IN. FEMALE, 3/4 IN. TOP SPUD, FITTED WITH FOLLOWING: a. FV- G FLUSH VALVE AS SPECIFIED HEREIN. b. JAY R. SMITH SERIES 637 CARRIER WITH RECTANGULAR UPRIGHTS, BEARING AND BASE PLATES. C. MOUNT AT ADA REQUIRED HEIGHT AND LOCATION OR AS C SHOWN ON ARCHITECTURAL DRAWINGS. .3 FLUSH VALVES A. FV-B: SLOAN #ECOS8111-1.28/1.1 GPF, SENSOR OPERATED, BATTERY POWERED, CLOSET FLUSHOMETER, FOR LEFT OR RIGHT HAND SUPPLIES, EXPOSED DIAPHRAGM TYPE, 1 IN. SCREWDRIVER ANGLE STOP WITH VANDAL RESISTANT METAL CAP AND REPLACEABLE SENSOR WINDOW, BUMPER ON STOP, VACUUM BREAKER, ADJUSTABLE TAILPIECE, SWEAT SOLDER ADAPTOR KIT, CAST WALL FLANGE WITH SET SCREW, OVERRIDE BUTTON, ADJUSTABLE SENSOR ON CENTERLINE OF FIXTURE, SENTINEL FLUSH EVERY 24 HOURS AFTER LAST FLUSH, LOW BATTERY FLASHING LED AND POWERED BY (4) SIZE AA BATTERIES, 3 YEAR BATTERY LIFE @ 4,000 B FLUSHES PER MONTH. B. FV-G: SLOAN #8186-0.5 GPF, SENSOR OPERATED, BATTERY POWERED, URINAL FLUSHOMETER, FOR LEFT OR RIGHT HAND SUPPLIES, EXPOSED DIAPHRAGM TYPE, 314 IN. SCREWDRIVER ANGLE STOP WITH VANDAL RESISTANT METAL CAP AND REPLACEABLE SENSOR WINDOW, VACUUM BREAKER, ADJUSTABLE TAILPIECE, SWEAT -SOLDER ADAPTOR KIT, CAST WALL FLANGE WITH SET SCREW, OVERRIDE BUTTON WITH ADJUSTABLE SENSOR ON CENTERLINE OF FIXTURE, SENTINEL FLUSH EVERY 24 HOURS AFTER LAST FLUSH, LOW BATTERY FLASHING LED AND POWERED BY FOUR (4) SIZE AA BATTERIES, THREE (3) YEAR BATTERY LIFE @ 4,000 FLUSHES PER MONTH.] A .4 LAVATORIES A. LAV-A: 1. LAVATORY IS INTEGRAL WITH SOLID SURFACE COUNTERTOP, PROVIDE FAUCET AND TRIM ONLY PER THE FOLLOWING: 1 2 3 4 5 6 7 8 9 10 a. F-C FAUCET AS SPECIFIED HEREIN. J. FASTEN WALL -HANGING PLUMBING FIXTURES SECURELY TO SUPPORTS ATTACHED TO BUILDING SUBSTRATE WHEN SUPPORTS ARE SPECIFIED b. MCGUIRE #155WC OFFSET CHROME PLATED P.O. PLUG WITH AND TO BUILDING WALL CONSTRUCTION WHERE NO SUPPORT IS OPEN GRID STRAINER AND 1-1/4 IN., 17 GAUGE OFFSET INDICATED. TAILPIECE. K. FASTEN COUNTER -MOUNTING -TYPE PLUMBING FIXTURES TO CASEWORK. C. MCGUIRE #8902 CHROME PLATED, 17 GAUGE, 1-1/4 IN. X 1-1/2 IN. "P" TRAP WITH CLEANOUT PLUG AND CAST BRASS L. METERING FAUCETS SHALL BE ADJUSTED FOR MINIMUM TEN (10) SECOND ESCUTCHEON WITH SET SCREW. RUN TIME, BUT NOT MORE THAN 0.25 GALLONS PER CYCLE. d. MCGUIRE # LF165LKF, LEAD-FREE, 3/8 IN. CHROME PLATED M. IMMEDIATELY AFTER INSTALLATION, PROVIDE PROTECTIVE COVERING WALL SUPPLIES WITH LOOSE KEY ANGLE STOPS, 12 IN. LONG OVER FIXTURES AND TRIM. FLEXIBLE RISERS, CAST BRASS ESCUTCHEON WITH SET SCREWS. 3.3 MOUNTING HEIGHT AND LOCATION e. JAY R. SMITH SERIES 700 CONCEALED ARM FLOOR MOUNTED A. MOUNT FIXTURES AT HEIGHT AND LOCATION AS INDICATED ON CARRIER WITH RECTANGULAR UPRIGHTS. ARCHITECTURAL PLANS AND ELEVATIONS. f. COVER EXPOSED WASTE, STOPS AND SUPPLY PIPING WITH B. MOUNT ACCESSIBLE FIXTURES IN CONFORMANCE WITH THE ADA CONFORMING PIPE COVERS, TRUEBRO, INC. "LAV- REQUIREMENTS OF ANSI A117.1. GUARD". 3.4 CONNECTIONS 9. MOUNT AT ADA REQUIRED HEIGHT AND LOCATION OR AS A. INSTALL PIPING CONNECTIONS BETWEEN PLUMBING FIXTURES AND PIPING SHOWN ON ARCHITECTURAL DRAWINGS. SYSTEMS AND PLUMBING EQUIPMENT SPECIFIED IN OTHER SECTIONS OF 2.5 FAUCETS DIVISION 22. A. F-C: 3.5 ADJUSTING AND CLEANING 1. CHICAGO FAUCETS HYTRONIC #116.221.AB.1, DUAL SUPPLY, WITH A. OPERATE AND ADJUST FAUCETS AND CONTROLS. REPLACE DAMAGED USER ADJUSTABLE TEMPERATURE MIXING VALVE AND INTEGRAL AND MALFUNCTIONING FIXTURES, FITTINGS AND CONTROLS. CHECKS, CP SOLID CAST BRASS ELECTRONIC SENSOR FAUCET, B. ADJUST WATER PRESSURE AT ELECTRIC WATER COOLERS, FAUCETS AND BATTERY OPERATED, DECK MOUNTED, 4 IN. CENTERS, LEAD-FREE, FLUSH VALVES TO PROVIDE PROPER FLOW AND STREAM. COVER PLATE, VANDALPROOF NON -AERATING SPRAY OUTLET, STAINLESS STEEL BRAIDED HOSE SUPPLY, ADA COMPLIANT AND C. REPLACE WASHERS OF LEAKING AND DRIPPING FAUCETS AND STOPS. FITTED WITH THE FOLLOWING: D. CLEAN FIXTURES, FITTINGS, SPOUT AND DRAIN STRAINERS WITH a. 0.50 GPM AERATOR. MANUFACTURERS' RECOMMENDED CLEANING METHODS AND MATERIALS. b. CHICAGO #131-ABNF, LEAD-FREE, THERMOSTATIC MIXING E. TEST FIXTURES TO DEMONSTRATE PROPER OPERATION UPON VALVE, 3/8 IN. CONNECTIONS. COMPLETION OF INSTALLATION AND AFTER UNITS ARE WATER PRESSURIZED. REPLACE MALFUNCTIONING FIXTURES AND COMPONENTS C. 6 VOLT LITHIUM CRP2 BATTERY. AND RETEST. REPEAT PROCEDURE UNTIL ALL UNITS OPERATE d. ADA COMPLIANT, CHROME PLATED. PROPERLY. 2.6 MOP BASINS END OF SECTION A. MSB: 1. FIAT MODEL MSB, MOLDED STONE, 24 IN. X 24 IN. X 10 IN. DEEP, STAINLESS STEEL FLAT STRAINER, 2 IN. OUTLET WITH THE FOLLOWING: a. T&S BRASS #B-0665-BSTP, LEAD-FREE, EXPOSED WALL MOUNTED FAUCET WITH INTEGRAL STOPS, ROUGH CHROME FINISH, LEVER HANDLES, TOP BRACE SPOUT WITH BUCKET HOOK, HOSE END AND VACUUM BREAKER. b. FIAT # 832AA HOSE AND HOSE BRACKET. C. FIAT #889CC MOP HANGER. d. FIAT # E77AA VINYL BUMPER GUARD ON EXPOSED SIDES. e. PROVIDE SILICONE SEALANT BETWEEN WALL, FLOOR AND MOP BASIN. 2.7 DRINKING FOUNTAIN A. DF-A: 1. ELKAY #EHWM217RAC HEAVY DUTY BI-LEVEL REVERSE FOUNTAIN, NON -FILTERED, NON -REFRIGERATED STAINLESS STEEL. FEATURES SHALL INCLUDE HEAVY DUTY VANDAL RESISTANT BUBBLER. MECHANICAL FRONT BUBBLER BUTTON ACTIVATION, PRODUCT SHALL BE WALL MOUNT (ON WALL), FOR INDOOR + OUTDOOR APPLICATIONS, SERVING 2 STATION(S). UNIT SHALL BE LEAD-FREE DESIGN WHICH IS CERTIFIED TO NSF/ANSI 61 & 372 (LEAD FREE) AND MEETS FEDERAL AND STATE LOW -LEAD REQUIREMENTS., WITH OPTIONAL #LKAPR2 APRON, FITTED WITH THE FOLLOWING: a. MCGUIRE #LF165LKE, LEAD-FREE, 3/8 IN. LAVATORY WALL SUPPLY WITH LOOSE KEY ANGLE STOP, 3/8 IN. FLEXIBLE TUBE RISER, CAST BRASS ESCUTCHEON WITH SET SCREW. b. MCGUIRE #8902, 1-1/4 IN. X 1-1/2 IN. SEMI -CAST BRASS "P" TRAP WITH CLEANOUT AND CAST BRASS ESCUTCHEON WITH SETSCREW. C. JAY R. SMITH FLOOR MOUNTED CARRIER WITH RECTANGULAR UPRIGHTS. d. ACCEPTABLE MANUFACTURERS: ELKAY, HALSEY TAYLOR. 2.8 EMERGENCY SHOWER AND EYE/FACE WASH (FREE-STANDING) A. EQUAL TO HAWS #8336 CORROSION RESISTANT FREE-STANDING EMERGENCY SHOWER COMPLETE WITH 2OGPM DELUGE SHOWER HEAD, 316 STAINLESS STEEL BALL VALVE WITH RIGID PULL ROD AND RING, STANCHION FLOOR FLANGE, INTERCONNECTING FITTINGS, AERATED EYE/FACE WASH, 316 STAINLESS STEEL BALL VALVE PUSH ACTIVATED BY HAND WITH ABS PLASTIC BOWL. 1. PROVIDE OPTIONAL THERMOSTATIC MIXING VALVE #9201 E PROVIDING A 31GPM FLOW RATE. 2. PROVIDE OPTIONAL ANSI SHOWER AND EYEWASH TESTING KIT # 9011 ANSI COMPLIANCE TEST KIT. PART 3 - EXECUTION 3.1 FIXTURES, EQUIPMENT AND SYSTEMS A. INSTALL FIXTURES, EQUIPMENT AND SYSTEMS AS SHOWN ON DRAWINGS OR SPECIFIED HEREIN IN ACCORDANCE WITH PROVISIONS OF EACH APPLICABLE SPECIFICATION SECTION AND ALL LOCAL AND STATE CODES HAVING JURISDICTION. 3.2 INSTALLATION OF PLUMBING FIXTURES A. INSTALL PLUMBING FIXTURES LEVEL AND PLUMB, IN ACCORDANCE WITH FIXTURE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. B. CAREFULLY DRILL HOLES FOR THROUGH BOLTS TO AVOID CHIPPING BLOCKS OR PLASTER. C. EXCEPT WHERE CARRIERS ARE SPECIFIED, ATTACH HANGERS OR BRACKETS TO WALLS AS FOLLOWS: 1. MASONRY CONSTRUCTION: SECURE FIXTURE HANGERS TO PARTITION BY THRU-BOLTS EXTENDING THROUGH A STEEL PLATE ON OPPOSITE SIDE OF PARTITION. OBTAIN OWNER'S REPRESENTATIVE'S APPROVAL PRIOR TO WORK. 2. METAL STUD CONSTRUCTION: ANCHOR BACKING FOR FIXTURES OR EQUIPMENT TO 1/8 IN. X 12 IN. STEEL PLATE BOLTED OR RIVETED TO AT LEAST THREE STUDS. OBTAIN OWNER'S REPRESENTATIVE'S APPROVAL PRIOR TO WORK. D. ANCHOR CARRIERS TO CONCRETE FLOOR WITH 1/2 IN. X 3 IN. ANCHOR OR THRU-BOLTS AND WASHERS. PROVIDE FOR DRILLING OF FLOOR AND INSTALLATION OF EXPANSION SHIELDS. QUANTITY OF ANCHORS: 1. WATER CLOSETS - FOUR (4). 2. LAVATORIES - EIGHT (8). 3. URINALS - EIGHT (8). E. SEAL FIXTURES IN CONTACT WITH WALLS, FLOORS AND COUNTERS USING A SANITARY -TYPE, ONE -PART, MILDEW -RESISTANT, SILICONE CAULK. MATCH COLOR TO FIXTURE COLOR. F. SET SELF -RIMMING LAVATORIES AND SINKS IN A BED OF SILICONE CAULK. G. INSTALL FLOOR -MOUNTED, FLOOR -OUTLET WATER CLOSETS WITH CLOSET FLANGES AND GASKET SEALS. H. INSTALL WALL -HANGING, BACK -OUTLET WATER CLOSETS WITH SUPPORT MANUFACTURER'S TILING FRAME OR SETTING GAGE. I. INSTALL WALL -HANGING, BACK -OUTLET URINALS WITH GASKET SEALS. 4 5 6 7 8 9 10 12 12 13 14 14 15 15 a ® M I _D1 0 1 _D1 3 rmDL AN IM � H." 307 Washington Avenue L Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK PUMP HOUSE 512 MAIN STREET [WEST YARMOUTH, MA 02673 �A � d ENGiNEERi'NG Mechon'cuflElectricci EngineeringCnnsoltnnts R :riot t Reche.,w i €ufllb 1 S-u- SENFCIADW, w lnJ b �ai��e g.ubrn P�'�H QF tvi SS q MIC SU I I N U) .5423 �F Q- GlSTER�O � C���siava.l� JG(I DD • PROJECT ••: Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01 /22 SPECIFICATIONS SHEET NUMBER P004 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. I I I I F I ID C I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 N HEAT TRAP PER MAKEUP MIXING VLV MFR, —TEMPERED HOT WATER WATER •� LOOP HW UP AND DROP OUTLET TYPE'B' SHOCK VALVEDOWN TO COLD WATER \\ FAR C H I T E C T S P.C. ABSORBER INLET TO POOL SHOWER HEAD WITH BALL VALVE CW MAIN / ALARM CORD 1 1/4" AUTOFILL °� ° � ° POWER CORD A1—D1CUffE1711JrUMD 11 LJ STAY OPEN VALVE ° O —�- HAWS 9201E MIXING M VALVE, ASSE 1071 \ ° / M UNION CONNECTIONS ° \ ° DISCHARGE PIPE oHUFFDD 0 0 FD1 8 — - BASIN COVER HW CW 2" RPZ BACKFLOW PLAN pLAHHH H`�� ft PREVENTER UNION CONTROVALARM PANEL POWER BY EYE-FACEWASH DIVISION 26 L WITH BOWL 3/4" DRAIN VALVE_ COVER SHALL BE ° g 307 Washington Avenue L FLUSH WITH FINISHED POWER CORD Albany, New York 12206 USA FLOOR o° �X" AIR GAP FINISHED X" DISCHARGE SENT CHECK httlJ://WWW.DDArCh.COn'1 ELECTRIC TANKLESS FLOOR UNION, I T: 518.463.8066 F: 518.463.8610 11/4" WASTE CONNECTION. WATER HEATER (ETH-01) VALVE AND SHUTOFF VALVE TERMINATE PIPING AT 1" FLOOR X" FUNNEL DRAIN ° ° ° > ° D 'a o ° ABOVE FLOOR/FLOOR RAIN D D D D D D PROJECT TITLE DRAIN FINISHED FLOOR CAPE COD INFLATABLE X" PUMP DISCHARGE PARK LAG TO FLOOR �— INDIRECT WASTE. RUN TO PUMP HOUSE K K — — --— — NEAREST FLOOR DRAIN WITH 1" MINIMUM AIR GAP. INLET SUBMERSIBLE INVERT— X„ SUMP PUMP DETAIL NOTES: 512 MAIN STREET HIGH WATER ALARM oil WEST YARMOUTH, MA 02673 � X„ A. BACKFLOW PREVENTER SHALL BE LOCATED UPSTREAM OF ALL PUMP ON CONNECTIONS TO POOL EQUIPMENT. z XX GALLON X„ GENERAL NOTES: B. PROVIDE PROPER SUPPORTS FOR BACKFLOW PREVENTER AND SUMP BASIN PIPING. ¢ PUMP OFF ANTI -FLOTATION A. FLUSH THE HOT AND COLD WATER PIPING BEFORE INSTALLING THE MIXING VALVE C. PROVIDE 8" CLEARANCE BEHIND BACKFLOW PREVENTER, 1' X„ FLANGE J J ABOVE AND 2'-6" CLEARANCE IN FRONT OF DEVICE. ° ° ° o ° o ° o ° B. SET MIXING VALVE OUTLET TEMPERATURE TO 85AF ° o ° ° o ° o o ° D. THE INSTALLATION OF A FIXED AIR GAP FITTING IS NOT ACCEPTABLE ° �� ��° ° °° �0° °° ° g° e 6" DEEP GRAVEL E G;NEEPiNG LEVELING COURSE Mechanica;lElectricat Engineering Consultants FOR USE ON DRAIN LINE. PROVIDE FUNNEL DRAIN AS INDICATED. SECTION aF ,D, r;;°, Rc h Nr I 933' ATE STREFT SUITE410 E. PAINT SUPPORTS WITH ONE (1) PRIMER AND TWO (2) FINISH COATS °' ""` OF COLOR AS SPECIFIED. DETAIL NOTE: A. REFER TO FLOOR PLAN(S) FOR PIPE SIZES AND INVERT(S). �N OF M s B. ALL WIRING OUTSIDE BASIN SHALL BE WITHIN CONDUIT. H N0.54 °p�/STEpG�� H1 EMER. SHOWER SYSTEM DETAIL H MAKE-UP WATER BACKFLOW PREVENTER DETAIL H11 SIMPLEX SUMP PUMP DETAIL - SUBMERSIBLE Adm NOT TO SCALE NOT TO SCALE NOT TO SCALE DDA PROJECT #21-008 G E Stamp -- SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 E FINISHED GRADEE -PIPE SLEEVE WITH III - -III— WATER STOP COLLAR REFER TO DRAWINGS FOR PIPE COVER = D ° D SEALING ELEMENT REQUIREMENTS AND ° D INVERT ELEVATIONS l -SERVICE PIPE III D GROUT ANNULAR SPACE —INTERIOR EXTERIOR - ° ° ° C FINISHED FLOOR (IF APPLICABLE) Drawn Project Manager P.I.C. — D MJC BAB MKS g SHEET TITLE B PLUMBING DETAILS A SHEET NUMBER A Al PIPE THRU NEW EXTERIOR WALL DETAI L L P501 NOT TO SCALE Q Q 1 2 3 4 5 6 7 �J .J 1 L/ 1 1 1 2 1 3 1 4 1 5 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. 1 2 3 4 5 6 78 9 10 11 12 13 14 1 15 SECTION 262000 - ELECTRIC DISTRIBUTION 5. PANELBOARD ASSEMBLY SHALL BE ENCLOSED IN A STEEL CABINET. THE F. FUSES: RIGIDITY AND GAUGE OF STEEL TO BE AS SPECIFIED IN UL STANDARD 50 FOR PART 1 - GENERAL CABINETS. THE SIZE OF WIRING GUTTERS SHALL BE IN ACCORDANCE WITH UL 1. ALL FUSES RATED 600 VOLTS AND BELOW SHALL BE REJECTION TYPE DUAL - STANDARD 67. CABINETS SHALL BE EQUIPPED WITH LOCKS AND ALL LOCKS ELEMENT, TIME -DELAY TYPE. PROVIDE TWO (2) COMPLETE SETS OF FUSES 1.1 DESCRIPTION SHALL BE KEYED ALIKE. END WALLS SHALL BE REMOVABLE. FRONTS SHALL FOR ALL FUSIBLE DEVICES. DELIVER SPARE FUSES TO THE OWNER AND BE OF CODE GAUGE, FULL -FINISHED STEEL WITH RUST -INHIBITING PRIMER AND OBTAIN RECEIPT. A. PROVIDE A COMPLETE DISTRIBUTION SYSTEM AS INDICATED ON THE CONTRACT BAKED ENAMEL FINISH. DOCUMENTS AND AS SPECIFIED HEREIN. 2. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH CONTRACT DOCUMENTS, 6. THE PANELBOARD INTERIOR ASSEMBLY SHALL BE DEAD FRONT WITH THE FOLLOWING MANUFACTURERS ARE ACCEPTABLE: 1.2 QUALITY ASSURANCE PANELBOARD FRONT REMOVED. PANELBOARD FRONT SHALL BE DOOR IN DOOR CONSTRUCTION WITH FULL, LENGTH PIANO -HINGE. MAIN LUGS OR MAIN a. FUSES 600 AMPERES AND BELOW: BUSSMAN TYPE FRS-R (600 VOLTS), A. ALL METHODS OF CONSTRUCTION, DETAILS OF WORKMANSHIP, THAT ARE NOT SPECIFICALLY DESCRIBED OR INDICATED IN THE CONTRACT DOCUMENTS, SHALL BE BREAKERS SHALL BE BARRIERED ON FIVE (5) SIDES. THE END OF THE BUS STRUCTURE OPPOSITE THE MAINS SHALL BE BARRIERED. BUSSMAN TYPE FRN-R (300 VOLTS) OR EQUIVALENT. SUBJECT TO THE CONTROL AND APPROVAL OF THE OWNER'S REPRESENTATIVE. b. FUSES RATED ABOVE 600 AMPERES: BUSSMAN TYPE KRP-C OR EQUIPMENT AND MATERIALS SHALL BE OF THE QUALITY AND MANUFACTURE 7. PANELBOARDS SHALL BE UL LISTED FOR USE INTENDED. EQUIVALENT. INDICATED IN THEIR RESPECTIVE SECTIONS OF THE SPECIFICATIONS. THE EQUIPMENT SPECIFIED IS BASED UPON THE ACCEPTABLE MANUFACTURERS LISTED. EQUIPMENT 8. RATINGS SHALL BE AS INDICATED IN THE CONTRACT DOCUMENTS. PART 3 - EXECUTION M TYPES, DEVICE RATINGS, DIMENSIONS, ETC., CORRESPOND TO THE NOMENCLATURE DICTATED BY THOSE MANUFACTURERS. WHERE "OR EQUAL" IS STATED, EQUIPMENT 9. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH CONTRACT DOCUMENTS, 3.1 INSTALLATION SHALL BE EQUIVALENT IN EVERY WAY TO THAT OF THE EQUIPMENT SPECIFIED AND THE FOLLOWING MANUFACTURERS ARE ACCEPTABLE: SUBJECT TO APPROVAL. ALL EQUIPMENT SHALL BE TESTED AT THE FACTORY. A. ALL EQUIPMENT SHALL BE GROUNDED PER THE NEC. UNLESS SPECIFIED ELSEWHERE, STANDARD FACTORY INSPECTION AND OPERATIONAL a. SQUARE D "I -LINE". TESTS WILL BE ACCEPTABLE. b. EATON CORPORATION "PRL3". B. ELECTRICAL DISTRIBUTION EQUIPMENT SHALL HAVE LUGS/TERMINATIONSSUITABLE B. INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA-70 (NATIONAL ELECTRICAL C. GENERAL ELECTRIC BY ABB RELIAGEAR "NEXT'. d. SIEMENS. FOR THE INDICATED CONDUCTOR SIZE. WHERE CONDUCTORS HAVE BEEN OVERSIZED FOR VOLTAGE DROP AND WHERE APPROVED BY THE ENGINEER IT SHALL BE ALLOWED CODE), NATIONAL ELECTRICAL SAFETY CODE (NESC), STATE CODES, LOCAL CODES, TO REDUCE THE CONDUCTOR SIZE USING HYDRAULICALLY CRIMPLED SPLICE IN A BOX AND REQUIREMENTS OF AUTHORITY HAVING JURISDICTION. C. BRANCH CIRCUIT PANELBOARDS (480Y/277 VOLT, 208Y/120 VOLT): NEXT TO THE DISTRIBUTION EQUIPMENT TO ALLOW FOR STANDARD LUG TERMINATION. C. EQUIPMENT SHALL BE DESIGNED, MANUFACTURED, ASSEMBLED, AND TESTED IN 1. PROVIDE BRANCH CIRCUIT PANELBOARD AS INDICATED IN THE "PANELBOARD C. INSTALL DRY -TYPE TRANSFORMERS WITH ADEQUATE CLEARANCES FOR PROPER L ACCORDANCE WITH THE LATEST REVISIONS OF APPLICABLE PUBLISHED ANSI, NEMA, SCHEDULE" AND AS LOCATED ON THE DRAWINGS. PANELBOARDS SHALL BE VENTILATION. BOLT FLOOR MOUNTED TRANSFORMER TO PAD. UL AND IEEE STANDARDS. EQUIPPED WITH QUICK MAKE/QUICK BREAK THERMAL -MAGNETIC, MOLDED CASE CIRCUIT BREAKERS AS SCHEDULED. SHALL BE NRTL LISTED FOR USE AS D. DISTRIBUTION SWITCHBOARDS, MOTOR CONTROL CENTERS AND FLOOR MOUNTED 1.3 SUBMITTALS SERVICE ENTRANCE EQUIPMENT WHERE USED AT THE SERVICE ENTRANCE. DRY -TYPE TRANSFORMERS SHALL BE MOUNTED ON 4 IN. HIGH CONCRETE PADS WHICH SHALL EXTEND 3 IN. ON ALL SIDES. SECURELY BOLT THE UNIT TO THE PADS A. SUBMIT THE FOLLOWING PRODUCT DATA/INFORMATION: 2. PANELBOARD BUSSING AND LUGS SHALL BE COPPER, PROVIDE GROUNDING FOR PROPER HORIZONTAL AND VERTICAL ALIGNMENT. BUS IN EACH PANELBOARD, SECURELY BONDED TO THE BOX. PANELBOARD 1. MANUFACTURER AND EQUIPMENT TYPE. BUS STRUCTURE AND MAIN LUGS OR MAIN CIRCUIT BREAKER SHALL HAVE E. COORDINATE TRANSFORMER PAD DIMENSIONS WITH TRANSFORMER CURRENT RATINGS AS INDICATED. SUCH RATINGS SHALL BE ESTABLISHED BY MANUFACTURER'S REQUIREMENTS. COORDINATE TRANSFORMER PAD LOCATIONS, 2. STANDARD CATALOG INFORMATION SHEET. HEAT RISE TESTS, CONDUCTED IN ACCORDANCE WITH UL STANDARD 67. DIMENSIONS AND DETAILS WITH GENERAL CONTRACTOR. 3. DETAILED SHOP DRAWINGS INDICATING PLAN, ELEVATION, END AND 3. PROVISIONS FOR ADDITIONAL CIRCUIT BREAKERS SHALL BE SUCH THAT FIELD F. PROVIDE PAD LOCKABLE BRANCH CIRCUIT BREAKER DEVICE TO HOLD CIRCUIT K ISOMETRIC VIEWS. TOP AND BOTTOM CONDUIT AREAS SHALL BE CLEARLY ADDITION OF CONNECTORS OR MOUNTING HARDWARE WILL NOT BE BREAKER IN THE CLOSED POSITION, BUT NOT PREVENT OVERCURRENT PROTECTION, SHOWN AND DIMENSIONED ON THE DRAWINGS. REQUIRED TO ADD CIRCUIT BREAKERS TO THE PANELBOARD. BUS FOR ALL BRANCH CIRCUITS SERVING FIRE ALARM CONTROLS PANELS, EMERGENCY CONNECTIONS SHALL BE BOLT -ON. LIGHTING AND LIFE SAFETY BRANCH CIRCUITS. 4. SINGLE -LINE DIAGRAM. 4. EACH PANELBOARD, AS A COMPLETE UNIT, SHALL HAVE A SHORT CIRCUIT G. IDENTIFICATION: 5. COMPLETE BILL OF MATERIALS. CURRENT RATING EQUAL TO OR GREATER THAN THE RATING SHOWN ON THE PANELBOARD SCHEDULE OR ON THE PLANS. ALL PANELBOARDS SHALL BE 1. IDENTIFY ALL ITEMS OF EQUIPMENT AS DESCRIBED IN SECTION 260501-3.1, 6. ALL RELEVANT RATINGS INCLUDING, BUT NOT LIMITED TO, VOLTAGE, FULLY RATED. "SERIES RATINGS" ARE NOT ACCEPTABLE. REDUCING BREAKER IDENTIFICATION. IDENTIFICATION SHALL BE PROVIDED FOR SWITCHBOARDS, CURRENT, INTERRUPTING AND WITHSTAND. RATINGS ON THE BASIS OF SERIES RATING IS NOT ACCEPTABLE. PANELBOARDS, TRANSFORMERS, ASD'S, MOTOR STARTERS, DISCONNECT SWITCHES, ENCLOSED CIRCUIT BREAKERS, SWITCHBOARD MAIN/DISTRIBUTION 7. OVERCURRENT DEVICE INFORMATION. 5. THE PANELBOARD BUS ASSEMBLY SHALL BE ENCLOSED IN A STEEL CABINET. BREAKERS, MCC'S AUTOMATIC TRANSFER SWITCHES, UPS'S, GENERATORS, J 8. SUBMIT AVAILABLE AND FINAL SETTINGS, PROGRAMMING AND ADJUSTMENTS. THE RIGIDITY AND GAUGE OF STEEL TO BE SPECIFIED IN UL STANDARD 50 SURGE SUPPRESSION DEVICES, CONTROL PANELS, SWITCHGEAR, ETC. CABINETS. WIRING GUTTER SPACE SHALL BE IN ACCORDANCE WITH UL B. SUBMIT PRODUCT DATA AND INFORMATION FOR THE FOLLOWING EQUIPMENT, STANDARD 67 FOR PANELBOARDS. EACH FRONT SHALL INCLUDE A DOOR AND HAVE A FLUSH, STAINLESS STEEL, CYLINDER TYPE LOCK WITH CATCH AND STAINLESSCYLINDER 2. SWITCHBOARDS, PANELBOARDS, MCC'S, SWITCHGEAR, ETC. SHALL HAVE A MATERIALS, PRODUCTS, ETC.: SPRING -LOADED DOOR L. ALL PANELBOARD LOCKS SHALL BE KEYED LABEL INDICATING NAME/TAG ID, FEEDER SOURCE, CONDUCTOR COLOR 1. DRY TYPE TRANSFORMER(S) INCLUDING SHIELDED AND LINEAR LOAD ALIKE. DOORS SHALL BE MOUNTED BY COMPLETELY CONCEALED STEEL CONVENTION AND FOR SERVICE ENTRANCE LOCATIONS THE AVAILABLE TRANSFORMER(S). HINGES. A CIRCUIT DIRECTORY FRAME AND CARD WITH A CLEAR PLASTIC SHORT CIRCUIT CURRENT. COVERING SHALL BE PROVIDED ON THE INSIDE OF THE DOOR. FRONTS SHALL 2. DISTRIBUTION AND BRANCH CIRCUIT PANELBOARDS BE OF CODE GAUGE, FULL -FINISHED STEEL WITH RUST INHIBITING IRON 3.2 ELECTRICAL LOAD TEST PHOSPHATE SEALER AND BAKED ENAMEL FINISH. MINIMUM BOX WIDTH SHALL 3. DISCONNECT SWITCHES. BE 20 IN. PROVIDE DOOR -IN -DOOR CONSTRUCTION A. CONDUCT A LOAD TEST PRIOR TO REQUEST FOR FINAL PAYMENT AND COMPLY WITH H 1.4 WARRANTY 6. PANELBOARDS WITH MAIN CIRCUIT BREAKER SHALL HAVE INHERENT AND THE FOLLOWING: LISTED COORDINATION OF THE MAIN AND BRANCH CIRCUIT BREAKERS. A. PROVIDE FULL SYSTEM WARRANTY (LABOR, TRAVEL, EQUIPMENT, ETC.) IN 1. ENERGIZE MAXIMUM NORMAL LIGHT AND POWER LOAD FOR PERIOD OF TWO ACCORDANCE WITH DIVISION 1 AND A MINIMUM OF ONE (1) YEAR FROM ACCEPTANCE. 7. RATINGS SHALL BE AS INDICTED ON THE PANELBOARD SCHEDULE. HOURS WHEN SCHEDULED. PART 2 - PRODUCTS 8. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH CONTRACT DOCUMENTS, 2. RECORD VOLTAGE AT SERVICE AND AT EACH PANEL. GI FI EI D GI B A THE FOLLOWING MANUFACTURERS ARE ACCEPTABLE: 3. MEASURE CURRENT IN EACH PHASE OF ALL. FEEDERS. 2.1 MATERIALS A. DRY -TYPE TRANSFORMERS: a. 480Y/277 VOLT: 4. ADJUST TRANSFORMER TAPS AS DIRECTED BY ENGINEER AFTER REVIEW OF 1) SQUARE D "NF". REPORT. 1. TRANSFORMERS TO BE SELF -COOLED VENTILATED DRY TYPE. 2) EATON CORPORATION "PRL2". "RE" "RS". 5. PROVIDE AND INSTALL ALL NECESSARY METERING EQUIPMENT. TRANSFORMERS THAT REQUIRE INTERNAL OR EXTERNAL FAN ASSISTED 3) GENERAL ELECTRIC BY ABB RELIAGEAR OR FORCED AIR COOLING TO OBTAIN AMBIENT AIR (AA) RATED KVA ARE NOT 4) SIEMENS. 6. OWNER'S REPRESENTATIVE OR SITE REPRESENTATIVE SHALL WITNESS THE ACCEPTABLE. TRANSFORMERS 15 KVA AND LESS SHALL HAVE 185C TEST. INSULATION SYSTEM AND SHALL BE DESIGNED NOT -TO -EXCEED 115C RISE b. 208Y/120 VOLT: ABOVE 40C AMBIENT. TRANSFORMERS 30 KVA AND HIGHER SHALL HAVE 220C -TO 1) SQUARE D "NQ". 7. BEFORE FINAL ACCEPTANCE SPECIFIED TEST SHALL BE COMPLETED TO THE INSULATION SYSTEM AND SHALL BE DESIGNED NOT -EXCEED 150C RISE 2) EATON CORPORATION "PRL1". SATISFACTION OF THE OWNER'S REPRESENTATIVE WHO SHALL SOLE ABOVE 40C AMBIENT. INSULATION SYSTEMS SHALL BE U.L. LISTED. CORES SHALL BE MANUFACTURED FROM A HIGH-GRADE, NON -AGING, SILICON STEEL 3) GENERAL ELECTRIC BY ABB RELIAGEAR "RQ". JUDGE OF THE ACCEPTABILITY OF SUCH TESTS AND WHO MAY DIRECT THE WITH HIGH MAGNETIC PERMEABILITY, LOW HYSTERESIS AND EDDY CURRENT 4) SIEMENS. PERFORMANCE OF SUCH ADDITIONAL TESTS AS DEEMED NECESSARY IN ORDER TO DETERMINE THE ACCEPTABILITY OF THE SYSTEMS, EQUIPMENT, LOSSES, AND SHALL BE CLAMPED WITH STRUCTURAL ANGLES AND BOLTED TO D. CIRCUIT BREAKERS: MATERIAL AND WORKMANSHIP. ADDITIONAL TESTS THE THE ENCLOSURE TO PREVENT DAMAGE DURING SHIPMENT OR ROUGH NO ADDITIONAL OWNER'S REPRESENTATIVE SHALL BE PROVIDED AT NO ADDITIONAL COST. HANDLING. REMOVE CLAMPING AFTER INSTALLATION. COILS SHALL BE COPPER, VACUUM IMPREGNATED WITH NON INSTALLATION.COILOPIC THERMOSETTING 1. CIRCUIT BREAKERS BELOW 400 AMP FRAME SHALL BE MOLDED CASE WITH PROTECTIVE EQUIPMENT SHALL BE ACTUATED IN A MANNER THAT CLEARLY VARNISH AND SHALL HAVE A FINAL WRAP OF ELECTRICAL INSULATING INVERSE TIME AND INSTANTANEOUS TRIPPING FUNCTIONS, UNLESS INDICATED DEMONSTRATED THEIR WORKABILITY AND OPERATION. MATERIAL DESIGNED TO PREVENT INJURY TO THE MAGNET WIRE. OTHERWISE IN CONTRACT DOCUMENTS. 3.3 CLEANING TRANSFORMERS HAVING COILS WITH MAGNET WIRE VISIBLE WILL NOT BE 2. CIRCUIT BREAKERS 400 AMP FRAME AND ABOVE SHALL BE [100% RATED AND] ACCEPTABLE. 30 KVA, AND LARGER, FLOOR MOUNTED. UNDER 30 KVA, WALL EQUIPPED WITH ADJUSTABLE SOLID STATE TRIP UNITS WITH FRONT A. AT THE COMPLETION OF THE PROJECT, WHILE EQUIPMENT IS DE -ENERGIZED, IT SHALL MOUNTED. PROVIDE MASON TYPE ND, KORFUND OR VIBREX VIBRATION ADJUSTABLE SHORT TIME, SHORT TIME DELAY, LONG TIME, LONG TIME DELAY BE THOROUGHLY CLEANED TO A SHIPPED CONDITION USING METHODS IN ISOLATION DEVICES FOR EACH TRANSFORMER. AND INSTANTANEOUS TRIP FUNCTIONS AS INDICATED. ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. UTILIZE VACUUM FOR CLEANING AND NOT COMPRESSED GAS, 2. RATINGS: SHALL BE AS INDICATED ON THE "TRANSFORMER SCHEDULE" OR AS 3. LISTED COMBINATION OF COORDINATED CIRCUIT BREAKERS SHALL BE NOTED ON THE DRAWINGS. IEEE #C57, NEMA AND US GOVERNMENT VERIFIED BY THE EQUIPMENT MANUFACTURER UTILIZING PUBLISHED DATA 3.4 SPARE PARTS REQUIREMENTS SHALL APPLY. THE TRANSFORMER EFFICIENCIES SHALL MEET SHEETS. CONFIRM LISTINGS SHALL BE SUBMITTED. OR EXCEED THE REQUIREMENTS OF MASSACHUSETTS AND THE US A. DELIVER LOOSE EQUIPMENT TO THE OWNER AND OBTAIN RECEIPT FOR FUSES, KEYS DEPARTMENT OF ENERGY. 4. LUGS SHALL BE MECHANICAL, RATED FOR 60/75° AL/CU. TO PANELBOARDS, ETC. 3. FOR TRANSFORMERS UP TO 300 KVA, PROVIDE WITH 6-2-1/2% FULL CAPACITY 5. BRANCH CIRCUIT BREAKERS SHALL BE QUICK -MAKE, QUICK -BREAK, THERMAL- 3.5 DISCONNECT DEVICES TAPS, 2-FCAN (FOR CONNECTIONS ABOVE NAMEPLATE) AND 4-FCBN (FOR MAGNETIC AND TRIP INDICATING, AND MULTIPOLE BREAKERS SHALL HAVE CONNECTIONS BELOW NAMEPLATE). FOR TRANSFORMERS ABOVE 300 KVA, COMMON TRIP. SINGLE POLE 15 AND 20 AMPERE CIRCUIT BREAKERS SHALL BE A. ALL DISCONNECT DEVICES DOWNSTREAM OF ASD'S: PROVIDE WIRING, CONDUIT AND PROVIDE 4-2-1/2% FULLY RATED TAPS, 2-FCAN AND 2-FCBN. UL LISTED AS "SWITCHING BREAKERS" AT 120V AC OR 277 V AC AND CARRY CONNECTIONS BETWEEN ASD AND DISCONNECT AUXILIARY SWITCH TO ASD. 4. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH CONTRACT DOCUMENTS, THE SWD MARKING. END OF SECTION THE FOLLOWING MANUFACTURERS ARE ACCEPTABLE: 6. GROUND -FAULT CIRCUIT BREAKERS SHALL BE QUICK -MAKE, QUICK -BREAK, THERMAL -MAGNETIC, 5 MILLIAMPERE GROUND FAULT SENSING AND TRIP a. SQUARED INDICATING, AND MULTIPOLE BREAKERS SHALL HAVE COMMON TRIP. THE b. EATON CORPORATION GROUND FAULT CIRCUIT BREAKERS SHALL NOT OCCUPY ANY MORE SPACE C. GENERAL ELECTRIC BY ABB THAN A STANDARD BREAKER OF THE SAME NUMBER OF POLES. d. ACME e. HEAVY-DUTY 7. RATINGS SHALL BE AS INDICATED IN THE CONTRACT DOCUMENTS. f. HOWARD 8. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH CONTRACT DOCUMENTS, B. DISTRIBUTION PANELBOARDS (NOMINAL 600 VOLT): THE FOLLOWING MANUFACTURERS ARE ACCEPTABLE: 1. PROVIDE DISTRIBUTION PANELBOARDS AS INDICATED IN THE "PANELBOARD a. SQUARE D MICROLOGIC TRIP UNIT. SCHEDULE" AND AS LOCATED ON THE DRAWINGS. PANELBOARDS SHALL BE b. EATON CORPORATION OPTIM 550 TRIP UNITS FOR CIRCUIT BREAKERS EQUIPPED WITH QUICK MAKE/QUICK BREAK THERMAL MAGNETIC, MOLDED 400 - 1600 AMP FRAME OR RMS 610 TRIP UNITS FOR 2000 AMP FRAME CASE CIRCUIT BREAKERS AS SCHEDULED. SHALL BE NRTL LISTED FOR USE AS TO 6000 AMP FRAME. SERVICE ENTRANCE EQUIPMENT WHERE USED AT THE SERVICE ENTRANCE. C. GENERAL ELECTRIC SPECTRA RMS OR MICROVERSA TRIP UNIT. 2. PANELBOARD BUSSING AND LUGS SHALL BE COPPER. PROVIDE GROUNDING d. SIEMENS SENTRON SENSITRIP III TRIP UNIT. BUS IN EACH PANELBOARD, SECURELY BONDED TO THE BOX. PANELBOARD E. DISCONNECT SWITCHES: BUS STRUCTURE, MAIN LUGS, AND MAIN BREAKER SHALL HAVE CURRENT RATINGS AS INDICATED. SUCH RATINGS SHALL BE ESTABLISHED BY HEAT RISE 1. SHALL BE HEAVY-DUTY TYPE THREE -POLE, WITH "QUICK MAKE/QUICK BREAK" TESTS WITH MAXIMUM HOT SPOT TEMPERATURE ON ANY CONNECTOR OR BUS OPERATING HANDLE MECHANICALLY INTERLOCKED WITH THE COVER, BAR NOT TO EXCEED 50C RISE ABOVE AMBIENT. HORSEPOWER AND VOLTAGE RATED TO MATCH EQUIPMENT SERVED. WHERE INDICATED SWITCHES SHALL PROVIDED WITH DUAL -ELEMENT, TIME DELAY, 3. CIRCUIT BREAKERS SHALL BE EQUIPPED WITH INDIVIDUALLY INSULATED, REJECTION TYPE FUSES. UNLESS OTHERWISE NOTED ON THE DRAWINGS, BRACED AND PROTECTED CONNECTORS. LARGE.PERMANENT,.lNDIVIDUAL SWITCHES SHALL BE INSTALLED IN NEMA 1 FOR INDOOR USE, -NEMA 3R FOR CIRCUIT NUMBERS SHALL BE AFFIXED TO EACH BREAKER IN A UNIFORM OUTDOOR USE. PROVIDE PROVISIONS FOR PADLOCKING IN THE "OFF" POSITION. TRIPPED INDICATION SHALL BE CLEARLY SHOWN BY THE BREAKER POSITION. PROVIDE NEUTRAL BAR IN SINGLE PHASE OR THREE PHASE, FOUR HANDLE TAKING A POSITION BETWEEN "ON" AND "OFF". PROVISIONS FOR WIRE CIRCUITS, AND GROUND BAR IN ALL SWITCHES. PROVIDE AUXILIARY ADDITIONAL BREAKERS SHALL BE SUCH THAT NO ADDITIONAL CONNECTORS CONTACTS WHERE CALLED FOR. WILL BE REQUIRED TO ADD BREAKERS. 2. ALL DISCONNECTS CONNECTED DOWNSTREAM OF ASD'S SHALL HAVE A 4. EACH PANELBOARD, AS A COMPLETE UNIT SHALL HAVE A SHORT CIRCUIT NORMALLY OPEN AND NORMALLY CLOSED AUXILIARY CONTACTS WHICH SHALL RATING EQUAL TO OR GREATER THAN THE RATING SHOWN ON THE BE WIRED TO THE ASD TO INDICATE DISCONNECT IS OPEN. PANELBOARD SCHEDULE. ALL PANELBOARDS SHALL BE FULLY RATED. "SERIES RATINGS" ARE NOT ACCEPTABLE. THE USE OF SERIES RATING OF 3. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH CONTRACT DOCUMENTS, PANELBOARDS FOR SHORT CIRCUIT RATING IS NOT ACCEPTABLE. THE FOLLOWING MANUFACTURERS ARE ACCEPTABLE: a. SQUARE-D. b. CUTLER HAMMER. C. GENERAL ELECTRIC. d. SIEMENS. SECTION 262913 - MOTOR CONTROLLERS PART 1 - GENERAL 1.1 DESCRIPTION A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES AS REQUIRED FOR THE COMPLETE INSTALLATION AND FULL OPERATION OF SEPARATELY ENCLOSED, PREASSEMBLED, MOTOR CONTROLS, RATED 600V AND LESS. 1.2 DEFINITIONS A. ASD: ADJUSTABLE SPEED DRIVE MOTOR CONTROLLER. B. CPT: CONTROL POWER TRANSFORMER. C. DDC: DIRECT DIGITAL CONTROL. BUILDING MANAGEMENT/CONTROL SYSTEM. D. EMI: ELECTROMAGNETIC INTERFERENCE. E. PWM: PULSE WIDTH MODULATED. F. RFL RADIO -FREQUENCY INTERFERENCE. 1.3 SUBMITTALS A. SUBMIT MANUFACTURER'S PRODUCT DATA FOR EACH TYPE AND RATING OF MOTOR CONTROLLER INDICATED. 1. INCLUDE DIMENSIONS, WEIGHTS, ENCLOSURE TYPES, RATING CAPACITIES, OPERATING CHARACTERISTICS, ELECTRICAL CHARACTERISTICS, FURNISHED SPECIALTIES AND ACCESSORIES, MOUNTING AND ATTACHMENT DETAILS, METHOD OF FIELD ASSEMBLY, COMPONENTS, AND LOCATION / SIZE OF EACH FIELD CONNECTION. 2. INCLUDE DIAGRAMS FOR POWER, SIGNAL, AND CONTROL WIRING. B. AS PART OF OPERATION AND MAINTENANCE DATA, PROVIDE MANUFACTURER'S WRITTEN INSTRUCTIONS FOR TESTING, ADJUSTING, AND REPROGRAMMING MICROPROCESSOR CONTROL MODULES, SETTING FIELD -ADJUSTABLE TIMERS, CONTROLS, AND STATUS AND ALARM POINTS, AND SETTING FIELD -ADJUSTABLE OVERLOAD RELAYS. 1.4 QUALITY ASSURANCE A. ALL METHODS OF CONSTRUCTION, DETAILS OF WORKMANSHIP THAT ARE NOT SPECIFICALLY DESCRIBED OR INDICATED IN THE CONTRACT DOCUMENTS, SHALL BE SUBJECT TO THE CONTROL AND APPROVAL OF THE OWNER'S REPRESENTATIVE. EQUIPMENT AND MATERIALS SHALL BE OF THE QUALITY AND MANUFACTURE INDICATED IN THEIR RESPECTIVE SECTIONS OF THE SPECIFICATIONS. THE EQUIPMENT SPECIFIED IS BASED UPON THE ACCEPTABLE MANUFACTURERS LISTED. EQUIPMENT TYPES, DEVICE RATINGS, DIMENSIONS, ETC., CORRESPOND TO THE NOMENCLATURE DICTATED BY THOSE MANUFACTURERS. WHERE "OR EQUAL" IS STATED, EQUIPMENT SHALL BE EQUIVALENT IN EVERY WAY TO THAT OF THE EQUIPMENT SPECIFIED AND SUBJECT TO APPROVAL. ALL EQUIPMENT SHALL BE TESTED AT THE FACTORY. UNLESS SPECIFIED ELSEWHERE, STANDARD FACTORY INSPECTION AND OPERATIONAL TESTS WILL BE ACCEPTABLE. B. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, NFPA-70 (NATIONAL ELECTRICAL CODE), NATIONAL ELECTRICAL SAFETY CODE (NESC), STATE CODES, LOCAL CODES, AND REQUIREMENTS OF AUTHORITY HAVING JURISDICTION. C. EQUIPMENT SHALL BE DESIGNED, MANUFACTURED, ASSEMBLED, AND TESTED IN ACCORDANCE WITH THE LATEST REVISIONS OF APPLICABLE PUBLISHED ANSI, NEMA, UL AND IEEE STANDARDS. D. EQUIPMENT AND SYSTEMS SHALL BE NRTL TESTED AND LABELED. 1.5 WARRANTY A. PROVIDE FULL SYSTEM WARRANTY (LABOR, TRAVEL, EQUIPMENT, ETC.) IN ACCORDANCE WITH DIVISION 1 WITH A MINIMUM OF ONE (1) YEAR FROM ACCEPTANCE. PART2-PRODUCTS 2.1 MANUFACTURERS A. ACCEPTABLE MANUFACTURERS INCLUDE: B. ADJUSTABLE SPEED DRIVES (ASDS): 1. ABB (DESIGN MAKE - ACH580) 2. YASKAWA 3. SQUARE D 4. ALLEN-BRADLEY 5. EATON CORPORATION 6. EMERSON C. MANUAL AND MAGNETIC MOTOR CONTROLLERS: 1. SQUARE-D 2. CUTLER HAMMER 3. GENERAL ELECTRIC 4. ALLEN-BRADLEY 5. SIEMENS 2.2 ADJUSTABLE SPEED DRIVE MOTOR CONTROLLER A. GENERAL REQUIREMENTS FOR ASDS: 1. ASD DESCRIPTION: ADJUSTABLE SPEED DRIVE, CONSISTING OF POWER CONVERTER THAT EMPLOYS PULSE -WIDTH -MODULATED INVERTER, FACTORY BUILT AND TESTED IN AN ENCLOSURE, WITH INTEGRAL DISCONNECTING MEANS AND OVERCURRENT AND OVERLOAD PROTECTION; ARRANGED TO PROVIDE SELF-PROTECTION, MOTOR PROTECTION, AND VARIABLE -SPEED CONTROL OF ONE OR MORE INDUCTION MOTORS BY ADJUSTING OUTPUT VOLTAGE AND FREQUENCY. COMPLY WITH NEMA ICS 7, NEMA ICS 61800-2, AND UL 508. SUITABLE FOR OPERATION OF NEMA MG 1, DESIGN A AND DESIGN B MOTORS, AS DEFINED BY NEMA MG 1. B. UNIT OPERATING REQUIREMENTS: 1. ASD SHALL PROVIDE FULL RATED OUTPUT FROM A LINE VOLTAGE OF PLUS 10% AND MINUS 10% OF NOMINAL VOLTAGE. ASD SHALL CONTINUE TO OPERATE WITHOUT FAULTING FROM A +30% TO -35% OF NOMINAL LINE VOLTAGE. 2. INPUT AC VOLTAGE UNBALANCE: NOT EXCEEDING 5 PERCENT. 3. INPUT FREQUENCY TOLERANCE: PLUS OR MINUS 5 PERCENT OF ASD FREQUENCY RATING. 4. MINIMUM EFFICIENCY: 98 PERCENT AT 60 HZ, FULL LOAD. 5. MINIMUM PRIMARY -SIDE POWER FACTOR: 98 PERCENT UNDER ANY LOAD OR SPEED CONDITION. 6. MINIMUM SHORT-CIRCUIT CURRENT (WITHSTAND) RATING: 100KA. 7. AMBIENT OPERATING TEMPERATURE RATING: 5 DEG F (-15 DEG C) TO 104 DEG F (40 DEG C) MINIMUM. 8. HUMIDITY RATING: TO 95 PERCENT (NONCONDENSING) MINIMUM. 9. ALTITUDE RATING: SUITABLE FOR INTENDED LOCATION WITH 3300 FEET MINIMUM. 10. VIBRATION WITHSTAND: COMPLY WITH NEMA ICS 61800-2. 11. OVERLOAD CAPABILITY: 1.1 TIMES THE BASE LOAD CURRENT FOR 60 SECONDS; MINIMUM OF 1.3 TIMES THE BASE LOAD CURRENT FOR TWO SECONDS. 12. STARTING TORQUE: MINIMUM 140 PERCENT OF RATED TORQUE FROM 3 TO 60 HZ. N IARCHITECTS,P.C. M L(llFD_Q HUECUURF ® H U E �Dl � 0 I -DI L A H H � H." L 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK PUMP HOUSE 512 MAIN STREET WEST YARMOUTH, MA 02673 K J ENGINEERING Mechanic allEfectriral Engineering Consultants C.p t zl D_ riot 1 syvac, s , 41 TE STREET WITE F7I? +?�a� 3..t2171 iC E J. C,;. Y. NY 12300 OF AM� JA►MES CHATELLE Q ELECTRICAL � No. 4852g 3g ONG H D DA P OJ ECT #21-008 G Stamp F SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01 /22 E D G Drawn CJE Project Manager EAB SZE SHEET TITLE ELECTRICAL SPECIFICATIONS B SHEET NUMBER E001 A 2 3 4 5 6 I 7 8 9 10 12 13 14 1 15 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. 1 2 3 4 1 5 6 7 8 1 9 10 13. OUTPUT CARRIER FREQUENCY: SELECTABLE; 1 TO 12.5 KHZ. 1. OUTPUT FREQUENCY (HZ). G. MAGNETIC STARTER: SHALL BE SINGLE -SPEED, ACROSS -THE -LINE TYPE RATED IN ACCORDANCE WITH NEMA STANDARDS, SIZES AND HORSEPOWER RATINGS. 14. STOP MODES: PROGRAMMABLE INCLUDING FAST, FREE -WHEEL, AND DC 2. MOTOR SPEED (RPM). STARTERS SHALL BE MOUNTED IN NEMA 1 ENCLOSURES UNLESS OTHERWISE INJECTION BRAKING. INDICATED. MAGNETIC STARTERS SHALL BE EQUIPPED WITH FUSED CONTROL POWER 3. MOTOR STATUS (RUNNING, STOP, FAULT). TRANSFORMER FOR 120V CONTROL POWER AND DOUBLE BREAK SILVER ALLOY N C. INVERTER: ASD SHALL EMPLOY A 6 PWM POWER ELECTRONIC SYSTEM, CONSISTING CONTACTS; ALL CONTACTS SHALL BE REPLACEABLE WITHOUT REMOVING STARTER OF: 4. MOTOR CURRENT (AMPERES). OR DISCONNECTING POWER WIRING. STARTER SHALL HAVE STRAIGHT -THROUGH 1. INPUT SECTION: 5. MOTOR TORQUE (PERCENT). WIRING. COILS SHALL BE OF MOLDED CONSTRUCTION AND SHALL BE REPLACEABLE FROM THE FRONT WITHOUT REMOVING STARTER. OVERLOAD RELAYS SHALL BE SOLID a. ASD INPUT POWER STAGE SHALL CONVERT THREE-PHASE AC LINE 6. FAULT OR ALARMING STATUS (CODE). STATE TYPE WITH REPLACEABLE CONTROL CIRCUIT MODULE. THERMAL UNITS SHALL POWER INTO A FIXED DC VOLTAGE VIA A SOLID STATE FULL WAVE BE OF ONE-PIECE CONSTRUCTION AND INTERCHANGEABLE. STARTER SHALL BE DIODE RECTIFIER. 7. PID FEEDBACK SIGNAL (PERCENT). INOPERATIVE IF THERMAL UNIT IS REMOVED. PROVIDE HAND -OFF -AUTO SELECTOR SWITCH AND "RUN" PILOT LIGHT IN COVER. WIRE FOR MAINTAINED CONTACT UNLESS 2. INTERMEDIATE SECTION: 8. DC -LINK VOLTAGE V DC ( )• OTHERWISE NOTED. a. DC BUS AS A SUPPLY TO THE ASD OUTPUT SECTION SHALL MAINTAIN A 9. SET POINT FREQUENCY HZ ( )• H. COMBINATION MAGNETIC STARTER: SHALL BE SIMILAR TO "MAGNETIC STARTER," M FIXED VOLTAGE WITH FILTERING AND SHORT CIRCUIT PROTECTION. ABOVE, EXCEPT SHALL INCLUDE FUSIBLE DISCONNECT SWITCH CONNECTED AHEAD 10. MOTOR OUTPUT VOLTAGE (V AC). OF STARTER. THE DISCONNECT HANDLE SHALL BE IN CONTROL OF THE DISCONNECT b. DC BUS SHALL BE INTERFACED WITH THE ASD DIAGNOSTIC LOGIC DEVICE WITH THE DOOR OPEN OR CLOSED. DISCONNECT HANDLE SHALL BE CLEARLY CIRCUIT, FOR CONTINUOUS MONITORING AND PROTECTION OF THE S. CONTROL SIGNAL INTERFACES: MARKED AS TO WHETHER THE DISCONNECT DEVICE IS "ON" OR "OFF". POWER COMPONENTS. 1. ELECTRIC INPUT SIGNAL INTERFACE: 2.4 ENCLOSURES 3. OUTPUT SECTION: a. A MINIMUM OF TWO PROGRAMMABLE ANALOG INPUTS FIELD A. ENCLOSURES: NEMA 250, TO COMPLY WITH ENVIRONMENTAL CONDITIONS AT a. INSULATED GATE BIPOLAR TRANSISTORS (IGBTS) SHALL CONVERT DC SELECTABLE FOR 0- TO 10-V DC OR 4- TO 20-MA DC. INSTALLED LOCATION. UNLESS OTHERWISE NOTED ON THE DRAWINGS, PROVIDE BUS VOLTAGE TO VARIABLE FREQUENCY AND VOLTAGE. TYPE 1 FOR DRY AND CLEAN INDOOR LOCATIONS, TYPE 3R FOR OUTDOOR b. A MINIMUM OF SIX MULTIFUNCTION PROGRAMMABLE DIGITAL INPUTS. LOCATIONS, TYPE 4X STAINLESS STEEL FOR KITCHEN AND WASH -DOWN AREAS, AND b. THE ASD SHALL EMPLOY PULSE WIDTH MODULATED OUTPUT TYPE 12 FOR AREAS SUBJECT TO DUST, FALLING DIRT, AND DRIPPING NON CORROSIVE L TECHNOLOGY TO POWER THE MOTOR. 2. REMOTE SIGNAL INPUTS: CAPABILITY TO ACCEPT ANY OF THE FOLLOWING LIQUIDS. SPEED -SETTING INPUT SIGNALS FROM THE DDC SYSTEM FOR HVAC OR OTHER D. ISOLATED CONTROL INTERFACE: ASDS CONTROL INPUT TO FOLLOW REMOTE- CONTROL SYSTEMS: PART 3 - EXECUTION CONTROL SIGNAL (SELECTABLE 0-10VDC, 4-20MA, 0-20MA, AND NETWORK) OVER A a. 0- TO 10-V DC. 3.1 EXAMINATION MINIMUM 40:1 SPEED RANGE WITH ELECTRICAL SIGNAL. E. INTERNAL ADJUSTABILITY CAPABILITIES: b. 4- TO 20-MA DC. A. EXAMINE AREAS, SURFACES, AND SUBSTRATES TO RECEIVE MOTOR CONTROLLERS, WITH INSTALLER PRESENT, FOR COMPLIANCE WITH REQUIREMENTS FOR 1. MINIMUM SPEED: 5 TO 25 PERCENT OF MAXIMUM RPM. C. POTENTIOMETER USING UP/DOWN DIGITAL INPUTS. INSTALLATION TOLERANCES, AND OTHER CONDITIONS AFFECTING PERFORMANCE OF THE WORK. 2. MAXIMUM SPEED: 80 TO 100 PERCENT OF MAXIMUM RPM. d. FIXED FREQUENCIES USING DIGITAL INPUTS. B. EXAMINE MOTOR CONTROLLERS BEFORE INSTALLATION. REJECT MOTOR K 3. ACCELERATION: 0.1 TO 6000 SECONDS. 3. OUTPUT SIGNAL INTERFACE: A MINIMUM OF ONE PROGRAMMABLE ANALOG CONTROLLERS THAT ARE WET, MOISTURE DAMAGED, OR MOLD DAMAGED. OUTPUT SIGNAL (0- TO 10-V DC OR 4- TO 20-MA DC), WHICH CAN BE 4. DECELERATION: 0.1 TO 6000 SECONDS. CONFIGURED FOR ANY OF THE FOLLOWING: C. EXAMINE ROUGHING -IN FOR CONDUIT SYSTEMS TO VERIFY ACTUAL LOCATIONS OF CONDUIT CONNECTIONS BEFORE MOTOR CONTROLLER INSTALLATION. 5. CURRENT LIMIT: 30 TO MINIMUM OF 150 PERCENT OF MAXIMUM RATING. a. OUTPUT FREQUENCY (HZ). D. PREPARE WRITTEN REPORT, ENDORSED BY INSTALLER, LISTING CONDITIONS F. SELF-PROTECTION AND RELIABILITY FEATURES: b. OUTPUT CURRENT (LOAD). DETRIMENTAL TO PERFORMANCE OF THE WORK. J HI G a I 1. SURGE SUPPRESSION: FACTORY INSTALLED AS AN INTEGRAL PART OF THE C. DC -LINK VOLTAGE (V DC). E. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE ASD, COMPLYING WITH UL 1449 SPD, TYPE 1 OR TYPE 2. BEEN CORRECTED. d. MOTOR TORQUE (PERCENT). 2. LOSS OF INPUT SIGNAL PROTECTION: SELECTABLE RESPONSE STRATEGY, 3.2 INSTALLATION INCLUDING SPEED DEFAULT TO A PERCENT OF THE MOST RECENT SPEED, A e. MOTOR SPEED (RPM). PRESET SPEED, OR STOP; WITH ALARM. A. WALL -MOUNTED ASDS: INSTALL WITH TOPS AT UNIFORM HEIGHT AND WITH f. SET POINT FREQUENCY (HZ). DISCONNECT OPERATING HANDLES NOT HIGHER THAN 79 INCHES ABOVE FINISHED 3: UNDER AND OVERVOLTAGE PROTECTION. FLOOR, UNLESS OTHERWISE INDICATED, AND BY BOLTING UNITS TO WALL OR 9. ANY AUX CONTACTS. MOUNTING ON LIGHTWEIGHT STRUCTURAL -STEEL CHANNELS BOLTED TO WALL. FOR 4. INVERTER OVERCURRENT PROTECTION. 4. REMOTE INDICATION INTERFACE: A MINIMUM OF THREE PROGRAMMABLE DRY- CONTROLLERS NOT ON WALLS, PROVIDE FREESTANDING RACKS. 5. ASD AND MOTOR-OVERLOAD/OVER TEMPERATURE PROTECTION: CIRCUIT RELAY OUTPUTS (120-VAC, 1 A) FOR REMOTE INDICATION OF THE B. WALL -MOUNTED MANUAL AND MAGNETIC CONTROLLERS: INSTALL ON WALLS WITH MICROPROCESSOR -BASED THERMAL PROTECTION SYSTEM FOR MONITORING FOLLOWING: TOPS AT UNIFORM HEIGHT, AND BY BOLTING UNITS TO WALL OR MOUNTING ON ASDS AND MOTOR THERMAL CHARACTERISTICS, AND FOR PROVIDING ASD MOTOR RUNNING. LIGHTWEIGHT STRUCTURAL -STEEL CHANNELS BOLTED TO WALL. FOR CONTROLLERS OVER TEMPERATURE AND MOTOR -OVERLOAD ALARM AND TRIP. THE a. NOT AT WALLS, PROVIDE FREESTANDING RACKS. SETTINGS SHALL BE SELECTABLE UTILIZING THE KEYPAD. b. SET POINT SPEED REACHED. C. FLOOR -MOUNTING CONTROLLERS: INSTALL ASDS ON 4-INCH NOMINAL THICKNESS 6. CRITICAL FREQUENCY REJECTION, WITH THREE SELECTABLE, ADJUSTABLE C. FAULT AND WARNING INDICATION (OVERTEMPERATURE OR CONCRETE BASE. DEAD BANDS. OVERCURRENT). 1. INSTALL DOWEL RODS TO CONNECT CONCRETE BASE TO CONCRETE FLOOR. 7. INSTANTANEOUS LINE -TO -LINE AND LINE -TO -GROUND OVERCURRENT TRIPS. T. INTERFACE WITH DDC SYSTEM FOR HVAC: FACTORY -INSTALLED HARDWARE AND UNLESS OTHERWISE INDICATED, INSTALL DOWEL RODS ON 18-INCH CENTERS SOFTWARE SHALL INTERFACE WITH DDC SYSTEM FOR HVAC TO MONITOR, CONTROL, AROUND THE FULL PERIMETER OF CONCRETE BASE. 8. LOSS -OF -PHASE PROTECTION. DISPLAY, AND RECORD DATA FOR USE IN PROCESSING REPORTS. ASD SETTINGS 2. FOR SUPPORTED EQUIPMENT, INSTALL EPDXY -COATED ANCHOR BOLTS THAT 9. REVERSE -PHASE PROTECTION. SHALL BE RETAINED WITHIN ASD'S NONVOLATILE MEMORY. EXTEND THROUGH CONCRETE BASE AND ANCHOR INTO STRUCTURAL 10. SHORT-CIRCUIT PROTECTION. 1. PROVIDE EIA-485 PORT AS STANDARD. THE STANDARD PROTOCOLS SHALL BE CONCRETE FLOOR. BACNET MS/TP, MODBUS RTU AND N2. PROVIDE ADDITIONAL PORTS FOR ANY 3. PLACE AND SECURE ANCHORAGE DEVICES. USE SETTING DRAWINGS, 11. MOTOR OVER -TEMPERATURE FAULT. OTHER PROTOCOLS THAT ARE UTILIZED IN THE PROJECT. TEMPLATES, DIAGRAMS, INSTRUCTIONS, AND DIRECTIONS FURNISHED WITH ITEMS TO BE EMBEDDED. 12. SHUT DOWN ON INDICATION OF MOTOR LOCAL DISCONNECT SWITCH OPEN U. INTERFACE SO ASD HAS INDICATION OF DOWNSTREAM DISCONNECT SWITCH ES SWITCH(ES) POSITION. STATUS (OPEN -CLOSED) AND OPERATES ACCORDINGLY. 4. INSTALL ANCHOR BOLTS TO ELEVATIONS REQUIRED FOR PROPER G. AUTOMATIC RESET/RESTART: ATTEMPT THREE RESTARTS AFTER DRIVE FAULT OR ON V. ASDS SHALL HAVE AN INPUT INDUCTIVE REACTANCE EITHER VIA 5% IMPEDANCE AC ATTACHMENT TO SUPPORTED EQUIPMENT. RETURN OF POWER AFTER AN INTERRUPTION AND BEFORE SHUTTING DOWN FOR LINE REACTOR OR A PAIR OF BALANCED DC CHOKES, ONE ON THE POSITIVE AND ONE D. TEMPORARY LIFTING PROVISIONS: REMOVE TEMPORARY LIFTING EYES, CHANNELS, MANUAL RESET OR FAULT CORRECTION; ADJUSTABLE DELAY TIME BETWEEN RESTART ON THE NEGATIVE SIDE OF THE DC BUS, WITH AN EFFECTIVE INPUT IMPEDANCE AND BRACKETS AND TEMPORARY BLOCKING OF MOVING PARTS FROM ENCLOSURES ATTEMPTS. FIELD ADJUSTABLE FOR MANUAL RESTART. EQUIVALENT TO A 5% AC LINE REACTOR. ANY ASDS THAT DO NOT MEET THIS AND COMPONENTS. REQUIREMENT MUST HAVE A 5% AC LINE REACTOR ADDED, WITH THE REACTOR H. POWER -INTERRUPTION PROTECTION: TO PREVENT MOTOR FROM RE -ENERGIZING MOUNTED IN THE SAME ENCLOSURE AS THE ASD. E. INSTALL FUSES, HEATERS IN THERMAL -OVERLOAD RELAYS (BASED ON ACTUAL AFTER A POWER INTERRUPTION UNTIL MOTOR HAS STOPPED, UNLESS "BIDIRECTIONAL NAMEPLATE FULL -LOAD AMPERES) AFTER MOTORS ARE INSTALLED, AND INSTALL, AUTOSPEED SEARCH" FEATURE IS AVAILABLE AND ENGAGED. W. EMI/RFI FILTERING: ONBOARD FILTERS SHALL ALLOW ASD ASSEMBLY TO BE CE CONNECT, AND FUSE THERMAL -PROTECTOR MONITORING RELAYS FURNISHED WITH MARKED; CERTIFY COMPLIANCE WITH IEC 61800-3 FOR CATEGORY C2. MOTOR -DRIVEN EQUIPMENT. I. BIDIRECTIONAL AUTOSPEED SEARCH: CAPABLE OF STARTING ASD INTO ROTATING LOADS SPINNING IN EITHER DIRECTION AND RETURNING MOTOR TO SET SPEED IN X. ACCESSORIES: F. MAINTAIN MINIMUM CLEARANCES AND WORKSPACE AT EQUIPMENT ACCORDING TO PROPER DIRECTION, WITHOUT CAUSING DAMAGE TO DRIVE, MOTOR, OR LOAD. 1. GENERAL REQUIREMENTS FOR CONTROL -CIRCUIT AND PILOT DEVICES: NEMA MANUFACTURER'S WRITTEN INSTRUCTIONS AND NFPA 70. J. TORQUE BOOST: AUTOMATICALLY VARIES STARTING AND CONTINUOUS TORQUE TO ICS 5; FACTORY INSTALLED IN ASD ENCLOSURE COVER UNLESS OTHERWISE G. WIRING WITHIN ENCLOSURES: BUNDLE, LACE, AND TRAIN CONDUCTORS TO TERMINAL AT LEAST 1.5 TIMES THE MINIMUM TORQUE TO ENSURE HIGH -STARTING TORQUE AND INDICATED. POINTS WITH NO EXCESS AND WITHOUT EXCEEDING MANUFACTURER'S LIMITATIONS INCREASED TORQUE AT SLOW SPEEDS. 2. REVERSIBLE NC/NO BYPASS CONTACTOR AUXILIARY CONTACT(S). ON BENDING RADII. INSTALL LACING BARS AND DISTRIBUTION SPOOLS. K. MOTOR TEMPERATURE COMPENSATION AT SLOW SPEEDS: ADJUSTABLE CURRENT H. SETTING OF OVERLOAD RELAYS: SELECT AND SET OVERLOADS ON THE BASIS OF FALL -BACK BASED ON OUTPUT FREQUENCY FOR TEMPERATURE PROTECTION OF 3. CONTROL RELAYS: AUXILIARY AND ADJUSTABLE SOLID-STATE TIME -DELAY FULL -LOAD CURRENT RATING AS SHOWN ON MOTOR NAMEPLATE. ADJUST SETTING SELF -COOLED, FAN -VENTILATED MOTORS AT SLOW SPEEDS. RELAYS. VALUE FOR SPECIAL MOTORS AS REQUIRED BY NFPA 70 FOR MOTORS THAT ARE HIGH - TORQUE, HIGH -EFFICIENCY, AND SO ON. L. INTEGRAL INPUT DISCONNECTING MEANS: MAGNETIC CIRCUIT BREAKER WITH PAD- 2.3 MOTOR STARTERS LOCKABLE, DOOR -MOUNTED HANDLE MECHANISM. I. COMPLY WITH NECA 1. M. THE ASD SHALL INCLUDE A MOTOR FLUX OPTIMIZATION CIRCUIT THAT WILL A. PROVIDE MOTOR STARTERS AS LISTED ON THE ELECTRIC EQUIPMENT AND CONTRO L3.3 CONTROL WIRING INSTALLATION AUTOMATICALLY REDUCE APPLIED MOTOR VOLTAGE TO THE MOTOR TO OPTIMIZE SCHEDULE ON THE DRAWINGS, ENERGY CONSUMPTION AND REDUCE AUDIBLE MOTOR NOISE. B. STARTERS, CONTACTORS AND CONTROLLERS SHALL COMPLY WITH NEMA STANDARDS A. INSTALL WIRING BETWEEN ASDS AND REMOTE DEVICES AND FACILITY'S CENTRAL- HAVING GENERAL PURPOSE NEMA 1 OR 1 B ENCLOSURE UNLESS OTHERWISE CALLED CONTROL SYSTEM. N. THE ASD SHALL PROVIDE A PROGRAMMABLE LOSS -OF -LOAD (BROKEN BELT / BROKEN FOR. WEATHER RESISTANT OR WATERTIGHT PROVIDE EXPLOSION PROOF, .COUPLING) FORM-C RELAY OUTPUT.. THE DRIVE SHALL BE PROGRAMMABLE TO SIGNAL CONSTRUCTION AS REQUIRED. STARTERS SHALL BE MINIMUM NEMA SIZE 0 WITH B. BUNDLE, TRAIN, AND SUPPORT WIRING IN ENCLOSURES. THE LOSS -OF -LOAD CONDITION VIA KEYPAD WARNING FORM-C RELAY OUTPUT, OR D OVER SERIAL COMMUNICATION BUS. SOLID STATE OVERLOADS IN EACH PHASE SIZED PER NEC, MOTOR FULL LOAD C. CONNECT SELECTOR SWITCHES AND OTHER AUTOMATIC -CONTROL DEVICES WHERE AMPERAGE, SERVICE FACTOR, AND MOTOR OPERATING CONDITIONS. APPLICABLE. O. UNIT MOUNTED OPERATOR STATION: FRONT -ACCESSIBLE, SEALED KEYPAD AND PLAIN-ENGLISH-LANGUAGE DIGITAL DISPLAY; ALLOWS COMPLETE PROGRAMMING, C. PAD LOCK ARRANGEMENTS SHALL BE PROVIDED TO LOCK THE DISCONNECT DEVICE IN " D. CONNECT SELECTOR SWITCHES TO BYPASS ONLY THOSE MANUAL -AND AUTOMATIC - PROGRAM COPYING, OPERATING, MONITORING, AND DIAGNOSTIC CAPABILITY. THE OFF" POSITION. MAGNETIC STARTERS SHALL BE PROVIDED WITH A CONTROL CONTROL DEVICES THAT HAVE NO SAFETY FUNCTIONS WHEN SWITCHES ARE IN POWER TRANSFORMER WITH 120V SECONDARY AND PRIMARY AND SECONDARY MANUAL -CONTROL POSITION. 1. KEYPAD: IN ADDITION TO REQUIRED PROGRAMMING AND CONTROL KEYS, FUSING AND BE SIZED TO ACCEPT THE LOADS IMPOSED THERE ON. STARTERS SHALL INCLUDE KEYS FOR HAND OFF AND AUTO MODES. HAVE LED TYPE PILOT LIGHTS. EACH STARTER SUBJECT TO ELECTRICAL INTERLOCK E. CONNECT SELECTOR SWITCHES WITH CONTROL CIRCUIT IN BOTH MANUAL AND AND/OR AUTOMATIC CONTROL SHALL HAVE NECESSARY AUXILIARY CONTACTS. AUTOMATIC POSITIONS FOR SAFETY -TYPE CONTROL DEVICES SUCH AS LOW- AND 2. SECURITY ACCESS: PROVIDE ELECTRONIC SECURITY ACCESS TO CONTROLS HIGH-PRESSURE CUTOUTS, HIGH -TEMPERATURE CUTOUTS, AND MOTOR -OVERLOAD THROUGH IDENTIFICATION AND PASSWORD WITH AT LEAST THREE LEVELS OF D. AUXILIARY DEVICES: PROVIDE PUSHBUTTON STATIONS, PILOT LIGHTS, DEVICES, PROTECTORS. ACCESS: VIEW ONLY; VIEW AND OPERATE; AND VIEW, OPERATE, AND SERVICE. RELAYS, TRANSFORMERS,. SELECTOR SWITCHES, ELECTRIC THERMOSTATS, AUXILIARY. G COORDINATE THE ACCESS CODES WITH THE OWNER. STARTER CONTACTS AS REQUIRED FOR FUNCTIONS CALLED FOR. PROVIDE 3.4 IDENTIFICATION SEPARATE RELAY FOR EACH SPEED TO OPERATE ELECTRIC DAMPERS OR OTHER P. STATUS INDICATORS DISPLAYING THE FOLLOWING CONDITIONS: DEVICES AS REQUIRED FOR MULTISPEED MOTOR CIRCUIT. A. IDENTIFY MOTOR CONTROLLERS, COMPONENTS, AND CONTROL WIRING. IDENTIFY FIELD -INSTALLED CONDUCTORS, INTERCONNECTING WIRING, AND COMPONENTS; 1. POWER ON. E. MANUAL MOTOR STARTER: PROVIDE WARNING SIGNS. LABEL EACH ASD WITH ENGRAVED NAMEPLATE. LABEL EACH ENCLOSURE -MOUNTED CONTROL AND PILOT DEVICE. IDENTIFY ALL ITEMS AS 2. RUN. 1. PROVIDE ALL STARTERS WITH THERMAL OVERLOAD(S); AND PILOT LIGHT(S), DESCRIBED IN SECTION 260501 AND HANDLE LOCK -OUT PROVISIONS. GANG STARTER WITH SELECTOR 3. OVERVOLTAGE. SWITCH FOR MULTISPEED APPLICATIONS. PROVIDE SINGLE OR 2-POLE AS 3.5 FIELD QUALITY CONTROL REQUIRED: 4. LINE FAULT. A. ENGAGE A FACTORY AUTHORIZED SERVICE REPRESENTATIVE TO TEST AND INSPECT a. 120 VOLT, SINGLE -POLE, SURFACE MOUNTED: SQUARE-D FG-5P AND COMPONENTS, ASSEMBLIES, AND EQUIPMENT INSTALLATIONS, INCLUDING B 5. OVERCURRENT. HANDLE GUARD. CONNECTIONS. 6. EXTERNAL FAULT. b. 240 VOLT, TWO -POLE, SURFACE MOUNTED: SQUARE-D FG-6P AND B. TESTS AND INSPECTIONS FOR ASDS: HANDLE GUARD. Q. HISTORICAL LOGGING INFORMATION AND DISPLAYS 1. INSPECT ASDS, WIRING, COMPONENTS, CONNECTIONS; AND EQUIPMENT F. MANUAL STARTER WITH RELAY: SHALL BE SIMILAR TO "MANUAL MOTOR STARTER," INSTALLATION. 1. REAL TIME CLOCK WITH CURRENT TIME AND DATE. ABOVE, EXCEPT TO INCLUDE A TWO -GANG BOX WITH RELAY SIZED FOR LOAD INDICATED, AND HAND -OFF -AUTOMATIC SWITCH. CONNECT RELAY FOR 120V 2. TEST INSULATION RESISTANCE FOR EACH ASD ELEMENT, COMPONENT, 2. RUNNING LOG OF TOTAL POWER VERSUS TIME OPERATION ON LOAD SIDE OF STARTER IN "AUTOMATIC" MODE. COORDINATE CONNECTING MOTOR SUPPLY, FEEDER, AND CONTROL CIRCUITS. CONNECTION OF FORM C MAINTAINED CONTACT FOR CONTROL WITH MECHANICAL 3. TOTAL RUN TIME. CONTRACTOR. 3. TEST CONTINUITY OF EACH CIRCUIT. A 4. FAULT LOG, MAINTAINING FAULTS WITH TIME AND DATE STAMP FOR EACH. 4. VERIFY THAT VOLTAGES AT ASD LOCATIONS ARE WITHIN 10 PERCENT OF MOTOR NAMEPLATE RATED VOLTAGES. IF OUTSIDE THIS RANGE FOR ANY 5. KWH. MOTOR, NOTIFY OWNER'S REPRESENTATIVE BEFORE STARTING THE MOTOR(S). R. INDICATING DEVICES: DIGITAL DISPLAY MOUNTED FLUSH IN ASD DOOR AND CONNECTED TO DISPLAY ASD PARAMETERS INCLUDING, BUT NOT LIMITED TO: 5. TEST EACH MOTOR FOR PROPER PHASE ROTATION. 1 2 3 4 5 6 7 1 8 9 10 11 12 13 14 6. PERFORM TESTS ACCORDING TO THE INSPECTION AND TEST PROCEDURES FOR ADJUSTABLE SPEED DRIVES STATED IN NETA ACCEPTANCE TESTING SPECIFICATION. CERTIFY COMPLIANCE WITH TEST PARAMETERS. 7. CORRECT MALFUNCTIONING UNITS ON -SITE, WHERE POSSIBLE, AND RETEST TO DEMONSTRATE COMPLIANCE; OTHERWISE, REPLACE WITH NEW UNITS AND RETEST. 8. TEST AND ADJUST CONTROLS, REMOTE MONITORING, AND SAFETIES. REPLACE DAMAGED AND MALFUNCTIONING CONTROLS AND EQUIPMENT. C. TESTS AND INSPECTIONS FOR MANUAL AND MAGNETIC MOTOR CONTROLLERS: 1. COMPLY WITH THE PROVISIONS OF NFPA 70B, "TESTING AND TEST METHODS" CHAPTER. 2. VISUAL AND MECHANICAL INSPECTION: a. COMPARE EQUIPMENT NAMEPLATE DATA WITH DRAWINGS AND SPECIFICATIONS. b. INSPECT PHYSICAL AND MECHANICAL CONDITION, ANCHORAGE, ALIGNMENT, AND GROUNDING, AND THAT THE CONTROLLER IS CLEAN. C. INSPECT CONTACTORS: VERIFY MECHANICAL OPERATION AND CONTACT GAP, WIPE, ALIGNMENT, AND PRESSURE ARE ACCORDING TO MANUFACTURER'S PUBLISHED DATA. d. MOTOR -RUNNING PROTECTION: VERIFY OVERLOAD ELEMENT RATING 1S CORRECT FOR ITS APPLICATION AND IF PROTECTION IS PROVIDED BY FUSES, VERIFY CORRECT FUSE RATING, e. INSPECT BOLTED ELECTRICAL CONNECTIONS FOR HIGH RESISTANCE USING ONE OF THE TWO FOLLOWING METHODS: 1) USE A LOW -RESISTANCE OHMMETER. COMPARE BOLTED CONNECTION RESISTANCE VALUES WITH VALUES OF SIMILAR CONNECTIONS. INVESTIGATE VALUES THAT DEVIATE FROM THOSE OF SIMILAR BOLTED CONNECTIONS BY MORE THAN 50 PERCENT OF THE LOWEST VALUE. 2) VERIFY TIGHTNESS OF ACCESSIBLE BOLTED ELECTRICAL CONNECTIONS BY CALIBRATED TORQUE -WRENCH METHOD ACCORDING TO MANUFACTURER'S PUBLISHED DATA OR NETA ATS TABLE 100.12. BOLT -TORQUE LEVELS SHALL BE ACCORDING TO MANUFACTURER'S PUBLISHED DATA. IN THE ABSENCE OF MANUFACTURER'S PUBLISHED DATA, USE NETA ATS TABLE 100.12. f. VERIFY APPROPRIATE LUBRICATION ON MOVING CURRENT -CARRYING PARTS AND ON MOVING AND SLIDING SURFACES. D. MOTOR CONTROLLERS WILL BE CONSIDERED DEFECTIVE IF THEY DO NOT PASS TESTS AND INSPECTIONS. E. PREPARE TEST AND INSPECTION REPORTS, INCLUDING A CERTIFIED REPORT THAT IDENTIFIES THE ASD AND DESCRIBES RESULTS. INCLUDE NOTATION OF DEFICIENCIES DETECTED, REMEDIAL ACTION TAKEN, AND OBSERVATIONS MADE AFTER REMEDIAL ACTION. 3.6 STARTUP SERVICE A. ENGAGE A FACTORY -AUTHORIZED SERVICE REPRESENTATIVE TO PERFORM STARTUP SERVICE. COMPLETE INSTALLATION AND STARTUP CHECKS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. 3.7 ADJUSTING A. PROGRAM MICROPROCESSORS FOR REQUIRED OPERATIONAL SEQUENCES, STATUS INDICATIONS, ALARMS, EVENT RECORDING, AND DISPLAY FEATURES. CLEAR EVENTS MEMORY AFTER FINAL ACCEPTANCE TESTING AND PRIOR TO SUBSTANTIAL COMPLETION. B. SET FIELD -ADJUSTABLE SWITCHES, AUXILIARY RELAYS, TIME -DELAY RELAYS, TIMERS, AND OVERLOAD -RELAY PICKUP AND TRIP RANGES. C. ADJUST CARRIER FREQUENCY FOR OPTIMAL OPERATION WITH LOAD AND CONDITIONS. D. ADJUST THE TRIP SETTINGS OF INSTANTANEOUS -ONLY CIRCUIT BREAKERS AND THERMAL -MAGNETIC CIRCUIT BREAKERS WITH ADJUSTABLE, INSTANTANEOUS TRIP ELEMENTS. INITIALLY ADJUST TO 6 TIMES THE MOTOR NAMEPLATE FULL -LOAD AMPERES AND ATTEMPT TO START MOTORS SEVERAL TIMES, ALLOWING FOR MOTOR COOL -DOWN BETWEEN STARTS. IF TRIPPING OCCURS ON MOTOR INRUSH, ADJUST SETTINGS IN INCREMENTS UNTIL MOTORS START WITHOUT TRIPPING. DO NOT EXCEED 8 TIMES THE MOTOR FULL -LOAD AMPERES (OR 11 TIMES FOR NEMA PREMIUM EFFICIENT MOTORS IF REQUIRED). WHERE THESE MAXIMUM SETTINGS DO NOT ALLOW STARTING OF A MOTOR, NOTIFY OWNER'S REPRESENTATIVE BEFORE INCREASING SETTINGS. 3.8 DEMONSTRATION A. ENGAGE A FACTORY -AUTHORIZED SERVICE REPRESENTATIVE TO TRAIN OWNER'S MAINTENANCE PERSONNEL TO ADJUST, OPERATE, REPROGRAM, AND MAINTAIN MOTOR CONTROLLERS. END OF SECTION SECTION 265000 -LIGHTING A. LED LUMINAIRES: 1. SHALL BE RATED FOR 50,000HOUR LIFE MINIMUM AND TESTED TO IESNA LM-79 AND 80. 2. DRIVER SHALL BE A CLASS 1 POWER SUPPLY WITH 90% POWER FACTOR MINIMUM, 10% THD MAXIMUM AND ADEQUATE HEAT SINK CAPABILITY FOR THE LOAD AND INDICATED LOCATION. TO HAVE A 0-10VDC INPUT DIMMING SIGNAL. 3. WARRANTY TO BE 5 YEAR REPLACEMENT MINIMUM. B. LENSES: 1. CERTIFY THAT THE PRODUCTS HAVE A SMOKE DENSITY OF LESS THAN 75 WHEN TESTED IN ACCORDANCE WITH ASTM D-2843, STANDARD TEST METHOD FOR "DENSITY OF SMOKE FROM THE BURNING OF DECOMPOSITION OF PLASTICS." 2. FIXTURE STANDARDS: ALL EXTERIOR LIGHTING FIXTURE ASSEMBLIES INCLUDING LUMINAIRE, POLE, AND BASE SHALL BE CONSTRUCTED TO WITHSTAND LOCAL WIND FORCE. C. REFER TO LUMINAIRE FIXTURE SCHEDULE ON DRAWINGS. D. LUMINAIRE INSTALLATION: 1. ALL LUMINAIRES SHALL BE CONNECTED WITH THREE (3) #12 CONDUCTORS IN A FLEXIBLE CABLE WHIP, 6 FT. - 0 IN. MAXIMUM IN LENGTH. CABLE SHALL BE INSTALLED SUCH THAT FIXTURES IN LAY -IN CEILING SYSTEM MAY BE RELOCATED ONE -TILE IN ANY DIRECTION WITHOUT REWIRING. 2. ALL LUMINAIRE WHIPS SHALL BE CONNECTED TO A JUNCTION BOX. LUMINAIRES SHALL NOT BE CONNECTED TOGETHER IN A DAISY CHAIN MANNER. 3. SECURELY SUPPORT ALL CONDUITS AND OUTLET BOXES FROM STRUCTURAL MEMBERS. OUTLET BOXES SHALL NOT BE SUPPORTED BY CONDUIT. 4. PROVIDE SEPARATE LUMINAIRE SUPPORTS CAPABLE OF SUPPORTING FOUR TIMES THE LUMINAIRE WEIGHT. DIRECTLY ATTACH STEEL WIRE TO STRUCTURAL MEMBERS. PROVIDE A MINIMUM OF TWO (2) SUPPORTS FOR EACH LUMINAIRE. FIXTURES IN LAY -IN CEILING SHALL BE CLIPPED TO CEILING SYSTEM IN ACCORDANCE WITH NEC. END OF SECTION 12 13 14 15 15 ARCH ITECTS,P.C. Ll�1E_)1C M ff FCUU 1_D1F H U F I -DI � 0 I -DI 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK PUMP HOUSE 512 MAIN STREET WEST YARMOUTH, MA 02673 r� EN ;NEEPtNG Mechanrcat Electricol Engineering Consultants Capit=A D tnet Ro he tar 160falo I sy"a s 433 STATE rREFr SUITE 410 518 .171 �Lk 'A.JY W 12KE o` JADES CHATELLE v ELECTRICAL co No. 48529 BONA �C 2,- --- DDA PR JECT #21-008 Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn CJE Project Manager BAB P.I.C. SZE SHEET TITLE ELECTRICAL SPECIFICATIONS SHEET NUMBER E002 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. I L K J H G F C D I A 1 2 3 4 SECTION 260501 - BASIC MATERIALS AND METHODS PART 1-GENERAL 1.1 DESCRIPTION N A. THE DRAWINGS ARE DIAGRAMMATIC, UNLESS DETAILED DIMENSIONED DRAWINGS ARE INCLUDED, AND SHOW ONLY APPROXIMATE LOCATIONS OF EQUIPMENT, FIXTURES, PANELBOARDS, CONDUITS, AND WIRING DEVICES. EXACT LOCATIONS ARE SUBJECT TO THE APPROVAL OF THE OWNER'S REPRESENTATIVE. THE GENERAL RUN OF ELECTRICAL FEEDERS, BRANCH CIRCUITS, AND CONDUITS, INDICATED ON THE DRAWINGS, IS NOT INTENDED TO BE THE EXACT ROUTING. EXACT ROUTINGS OF CONDUIT SHALL SUIT THE JOB CONDITIONS. B. CIRCUIT DESIGNATIONS, IN THE FORM OF HOME RUNS ON BRANCHES, INDICATE THE DESIGNATION OF THE BRANCH CIRCUIT, THE SIZE AND THE QUANTITY OF BRANCH CIRCUIT CONDUCTORS, AND THE PANEL BOARD OR INTERCONNECTION BOX FROM M WHICH THE BRANCH CIRCUIT IS SERVED. C. MAKE MEASUREMENTS AT THE SITE AND IN THE BUILDING DURING CONSTRUCTION D. FOR ALL SYSTEMS INSTALLED AS THE WORK PROGRESSES IN SUCH A MANNER THAT THE EQUIPMENT, PIPING, VENTS, DUCTS, CONDUIT, AND BOXES WILL FIT IN THE SPACE AVAILABLE. MAINTAIN HEADROOM AND IF IN UNFINISHED AREAS, BE AS NEATLY INSTALLED, AS OBSCURE AND "OUT-OF-THE-WAY" AS PHYSICALLY POSSIBLE. WHERE MORE THAN ONE TRADE IS INVOLVED IN AN AREA, SPACE OR CHASE, ALL SHALL COOPERATE AND INSTALL THEIR OWN WORK TO UTILIZE THE SPACE EQUALLY BETWEEN THEM IN PROPORTION TO THEIR INDIVIDUAL REQUIREMENTS. IN GENERAL, DUCTWORK SHALL BE GIVEN PREFERENCE EXCEPT WHERE GRADING OF PIPING BECOMES A PROBLEM, FOLLOWED BY PIPING THEN ELECTRICAL WIRING. IF, AFTER L INSTALLATION OF ANY EQUIPMENT, PIPING, DUCTS, CONDUIT, AND BOXES, IT IS DETERMINED THAT AMPLE MAINTENANCE AND PASSAGE SPACE HAS NOT BEEN PROVIDED, REARRANGE WORK AND /OR FURNISH OTHER EQUIPMENT AS REQUIRED FOR AMPLE MAINTENANCE SPACE. D. ANY CHANGES IN THE SIZE OR LOCATION OF THE MATERIAL OR EQUIPMENT SUPPLIED, WHICH MAY BE NECESSARY IN ORDER TO MEET FIELD CONDITIONS OR IN ORDER TO AVOID CONFLICTS BETWEEN TRADES, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER'S REPRESENTATIVE AND APPROVAL RECEIVED BEFORE SUCH ALTERATIONS ARE MADE. E. K 1.2 QUALITY ASSURANCE A. ELECTRIC EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. ALL METHODS OF CONSTRUCTION, DETAILS OF WORKMANSHIP THAT ARE NOT SPECIFICALLY DESCRIBED OR INDICATED IN THE CONTRACT DOCUMENTS, SHALL BE SUBJECT TO THE CONTROL AND APPROVAL OF THE OWNER'S REPRESENTATIVE. B. EQUIPMENT AND MATERIALS SHALL BE OF THE QUALITY AND MANUFACTURE INDICATED IN THEIR RESPECTIVE SECTIONS OF THE SPECIFICATIONS. THE EQUIPMENT SPECIFIED IS BASED UPON THE ACCEPTABLE MANUFACTURERS LISTED. EQUIPMENT TYPES, DEVICE RATINGS, DIMENSIONS, ETC., CORRESPOND TO THE NOMENCLATURE DICTATED BY THOSE MANUFACTURERS. WHERE "OR EQUAL" IS STATED, EQUIPMENT J SHALL BE EQUAL IN EVERY WAY TO THAT OF THE EQUIPMENT SPECIFIED AND SUBJECT TO APPROVAL. ALL EQUIPMENT SHALL BE TESTED AT THE FACTORY. UNLESS SPECIFIED ELSEWHERE, STANDARD FACTORY INSPECTION AND OPERATIONAL TESTS WILL BE ACCEPTABLE. 1.3 SUBMITTALS A. SUBMIT PRODUCT DATA FOR THE FOLLOWING EQUIPMENT, MATERIALS AND PRODUCTS, INCLUDING ALL FITTINGS AND ACCESSORIES: 1. CONDUIT 2. WIREWAY AND WIRE TROUGH H 3. CHANNEL SUPPORT SYSTEMS 4. CONDUCTORS 5. TERMINAL AND EQUIPMENT CABINETS 6. WIRING DEVICES INCLUDING DIMMERS 7. TELEVISION OUTLETS 8. UNDERGROUND PULLBOXES (HANDHOLES) AND COVERS 9. WATER PROOFING SEALS 10. FLASHING, SEALING, FIRESTOPPING MATERIALS 11. TESTING REPORTS PRIOR TO ENERGIZING EQUIPMENT AND MATERIALS. PART 2-PRODUCTS G .1 MATERIALS A. CONDUIT, RACEWAY AND TUBING: 1. RIGID METAL CONDUIT (RMC) SHALL BE HOT -DIPPED GALVANIZED OR ELECTRO-GALVANIZED STEEL, UL LISTED "RIGID METAL CONDUIT. F. a. ACCEPTABLE MANUFACTURERS: 1) REPUBLIC CONDUIT 2) ALLIED TUBE AND CONDUIT 3) WHEATLAND TUBE COMPANY F 4) APPROVED EQUAL 2. ELECTRICAL METALLIC TUBING (EMT) SHALL BE ELECTRO-GALVANIZED STEEL; UL LISTED. a. ACCEPTABLE MANUFACTURERS: 1) REPUBLIC CONDUIT 2) ALLIED TUBE AND CONDUIT 3) WHEATLAND TUBE COMPANY 4) APPROVED EQUAL E 3. FLEXIBLE METAL CONDUIT SHALL BE CONSTRUCTED ONE CONTINUOUS LENGTH OF ELECTRO-GALVANIZED, SPIRALLY WOUND STEEL STRIP WITH INTERLOCKING CONVOLUTIONS AND INTERIOR SURFACES FREE FROM BURRS AND SHARP EDGES. SHALL BE UL LISTED "FLEXIBLE METAL CONDUIT" OR "LIQUIDTIGHT FLEXIBLE METAL CONDUIT' AS REQUIRED. a. ACCEPTABLE MANUFACTURERS: 1) REPUBLIC CONDUIT 2) ALLIED TUBE AND CONDUIT 3) WHEATLAND TUBE COMPANY D4) AMERICAN FLEXIBLE CONDUIT COMPANY 4. RIGID NON-METALLIC, CONDUIT (SCHEDULE 40 FOR CONCRETE ENCASEMENT, SCHEDULE 80 FOR DIRECT BURIAL OR WHERE EXPOSED) SHALL BE UL LISTED "RIGID NON-METALLIC CONDUIT" FOR APPLICATION IN UNDERGROUND, ENCASED, AND EXPOSED APPLICATIONS IN ACCORDANCE WITH THE NEC". THE CONDUIT SHALL BE MADE FROM POLYVINYL CHLORIDE (PVC) AND SHALL BE RATED FOR 900C CONDUCTORS. CONDUIT AND FITTINGS SHALL BE TESTED IN ACCORDANCE WITH THE TESTING REQUIREMENTS DEFINED IN NEMA TC-2, NEMA TC-3, UL-651 AND UL-514. a. ACCEPTABLE MANUFACTURERS: C 1) CARLON 2) HERITAGE PLASTICS 3) PW EAGLE B. CONDUIT FITTINGS: 1. FITTINGS FOR RIGID METAL CONDUIT SHALL BE FULLY THREADED AND SHALL BE OF THE SAME MATERIAL AS THE RESPECTIVE RACEWAY SYSTEM. FITTINGS FOR ELECTRICAL METALLIC TUBING SHALL BE SINGLE SCREW INDENTER FITTINGS FOR CONDUITS UP TO 2 IN. AND DOUBLE SCREW INDENTER FITTINGS FOR CONDUITS 2 IN. AND LARGER. CONNECTORS SHALL ALSO HAVE g INSULATED THROAT OR PLASTIC INSULATING BUSHING UP TO AND INCLUDING 1 IN. SIZE. FOR SIZES 1-1/4 IN. AND LARGER, PROVIDE PLASTIC INSULATING BUSHING. DIE-CAST, PRESSURE CAST FITTINGS SHALL NOT BE USED. FITTINGS FOR RIGID NON-METALLIC CONDUIT SHALL BE SOLVENT CEMENTED G IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. a. ACCEPTABLE MANUFACTURERS: 1) O.Z. GEDNEY 2) STEEL CITY 3) THOMAS & BETTS 4) CROUSE-HINDS A 5) CARLON C. WIREWAY AND WIRE TROUGH: 2 1 3 4 5 6 78 9 10 11 12 13 14 1. WIREWAY AND WIRE TROUGH SHALL BE HINGED COVER TYPE WIREWAY WITH 1) STEEL CITY 1. DUCTBANKS SHALL BE RIGID NON-METALLIC CONDUIT SYSTEM. PROVIDE ALL PROVISIONS FOR FULL LAY -IN ALONG THE ENTIRE LENGTH OF RUN. WIREWAY 2) RACO SLEEVE JOINTS, COUPLINGS, BEND SECTIONS, BENDS, ELBOWS, OFFSETS, SHALL BE STEEL, ENCLOSED WITH GRAY ENAMEL FINISH. PROVIDE NEMA 1 3) APPLETON ANGLE COUPLINGS, BELL ENDS, CAPS, BASE SPACERS AND INTERMEDIATE UNITS FOR INTERIOR/DRY/CLEAN LOCATIONS AND NEMA 12 FOR INTERIOR DRY 4) CROUSE HINDS SPACERS AS REQUIRED TO MEET FIELD CONDITIONS. ALL BENDS, STUB -UPS MAINTENANCE/SHOP/UTILITY LOCATIONS. SIZE TO MEET NEC FILL AND WALL, SLAB OR FLOOR -BUILDING PENETRATIONS SHALL BE RIGID STEEL REQUIREMENTS OR LARGER AS NOTED ON CONTRACT DOCUMENTS. PROVIDE 2. TELEPHONE/DATA COMMUNICATIONS OUTLET BOXES: CONDUIT WITHOUT EXCEPTION. KNOCKOUTS ALONG RUNS. RECESS IN WALL WHERE REQUIRED FOR FLUSH MOUNTED EQUIPMENT. HINGE SHALL BE ON THE BOTTOM OF FRONT FACE a. 4 IN. X 4 IN. OUTLET BOX WITH SINGLE GANG PLASTER RING WITH L. WATERPROOFING SEALS: FOR HORIZONTAL MOUNTING. PROVIDE ALL ELBOWS, TEES, PULLBOXES, BLANK COVER PLATE AND CONDUIT ROUTED TO STORAGE CLOSET. FITTINGS, HANGERS, REDUCERS, SUPPORTS, SUPPORTS, ETC., TO MEET COVER PLATE SHALL MATCH THE RECEPTACLE COVER TYPE. 1. PROVIDE EXPANDING LINK TYPE SEAL, FOR INSTALLATION BETWEEN INSTALLATION REQUIREMENTS. DUCT/CONDUIT, AND SLEEVE OR CORE -DRILLED HOLE IN CONCRETE. 3. PULL AND JUNCTION BOXES SHALL BE CONSTRUCTED OF NOT LESS THAN 14 a. ACCEPTABLE MANUFACTURERS: GAUGE GALVANIZED STEEL WITH TRIM FOR FLUSH OR SURFACE MOUNTING IN 2. MAKE: LINK SEAL, MANUFACTURED BY THUNDERLINE CORP., OR APPROVED ACCORDANCE WITH THE LOCATION TO BE INSTALLED. PROVIDE SCREW -ON EQUAL. 1) SQUARE D"SQUARE DUCT' TYPE COVERS. BOXES INSTALLED IN DAMP OR WET LOCATIONS SHALL BE OF 2) GENERAL ELECTRIC RAINTIGHT CONSTRUCTION WITH GASKETED COVER AND THREADED CONDUIT M. FLASHING, SEALING, FIRE -STOPPING: 3) HOFFMAN HUBS. IN NO CASE SHALL BOXES BE SIZED SMALLER THAN AS INDICATED NEC 4) MECO FOR CONDUIT AND CONDUCTOR SIZES INSTALLED. BOXES SHALL BE 1. FIRE -STOPPING FOR OPENINGS THROUGH FIRE AND SMOKE RATED WALL AND APPROVED FOR THE ENVIRONMENTAL CONDITION OF THE LOCATION WHERE FLOOR ASSEMBLIES: CHANNEL SUPPORT SYSTEMS: THEY WILL BE INSTALLED. a. PROVIDE MATERIALS AND PRODUCTS LISTED OR CLASSIFIED BY AN 1. CHANNEL SUPPORT SYSTEMS SHALL BE PROVIDED FOR RACKING OF CONDUIT, a. ACCEPTABLE MANUFACTURERS: APPROVED INDEPENDENT TESTING LABORATORY FOR "THROUGH - TRAPEZE SUSPENSIONS, EQUIPMENT SUPPORT, CABLE RACKS AND PANEL PENETRATION FIRE -STOP SYSTEMS". THE SYSTEM SHALL MEET THE RACKS. CHANNEL SHALL BE STEEL WITH ELECTROPLATED ZINC FINISH FOR 1) HOFFMAN REQUIREMENTS OF "FIRE TESTS OF THROUGH -PENETRATION FIRE - INTERIOR DRY LOCATIONS. PROVIDE NECESSARY ACCESSORIES SUCH AS 2) KEYSTONE STOPS" DESIGNATED ASTM E814. BOLTS, SCREWS, ANCHORS, CONNECTION PLATES, AND STRAPS AS REQUIRED 3) APPROVED EQUAL TO PERFORM THE NECESSARY FUNCTIONS. WET LOCATION AND EXTERIOR b. PROVIDE FIRE -STOP SYSTEM SEALS AT ALL LOCATIONS WHERE PIPING, CHANNEL SUPPORT SYSTEMS SHALL BE STEEL WITH HOT DIPPED GALVANIZED 4. CORROSION RESISTANT BOXES: TUBING, CONDUIT, ELECTRICAL BUSWAYS/CABLES/WIRES, DUCTWORK FINISH AND STAINLESS STEEL HARDWARE AS A MINIMUM. CUT ENDS SHALL BE AND SIMILAR UTILITIES PASS THROUGH OR PENETRATE FIRE RATED TOUCHED UP WITH SUITABLE MATCHING FINISH. a. PROVIDE CORROSION RESISTANT BOXES WHERE INDICATED ON WALL OR FLOOR ASSEMBLY. PROVIDE FIRE -STOP SEAL BETWEEN DRAWINGS. SLEEVE AND WALL FOR DRYWALL CONSTRUCTION. a. ACCEPTABLE MANUFACTURERS: b. PLASTIC COATED OUTLET BOXES: THREADED HUB TYPE, MALLEABLE C. THE MINIMUM REQUIRED FIRE RESISTANCE RATINGS OF THE WALL OR 1) UNISTRUT IRON BOXES COATED WITH 40MILS THICK POLYVI NYLCHLO RIDE FLOOR ASSEMBLY SHALL BE MAINTAINED BY THE FIRE -STOP SYSTEM. 2) GLOBE COATING, OCAL/T&B OCAL BLUE SYSTEM, PCD CORP. KORKAP XL OR THE INSTALLATION SHALL PROVIDE AN AIR AND WATERTIGHT SEAL. 3) KINDORF ROBROY INDUSTRY PLASTIBOND OR PERMA-COTE. 4) B-LINE d. THE METHODS USED SHALL INCORPORATE QUALITIES, WHICH PERMIT C. NONMETALLIC BOXES: GLASS FIBER REINFORCED POLYESTER, THE EASY REMOVAL OR ADDITION OF ELECTRICAL CONDUITS OR CONDUCTORS AND CABLES: CARLON HIMELINE SERIES, CROUSE-HINDS KRYDON OR ROBROY CABLES WITHOUT DRILLING OR USE OF SPECIAL TOOLS. THE INDUSTRY STAHLIN. PRODUCT SHALL ADHERE TO ITSELF TO ALLOW REPAIRS TO BE MADE 1. CONDUCTORS SHALL BE INSULATED FOR 600 VOLTS, UNLESS OTHERWISE WITH THE SAME MATERIAL AND PERMIT THE VIBRATION, EXPANSION NOTED, AND SHALL BE STANDARD AWG AND KCMIL SIZES. CONDUCTORS H. TERMINAL AND EQUIPMENT CABINETS: AND/OR CONTRACTION OF ANY ITEMS PASSING THROUGH THE SHALL BE 98% COPPER, THERMAL PLASTIC OR CROSS -LINKED POLYMER PENETRATION WITHOUT CRACKING, CRUMBLING AND RESULTING INSULATED, HEAT AND MOISTURE RESISTANT. CONDUCTOR SIZES NO. 18 AWG 1. TERMINAL AND EQUIPMENT CABINETS SHALL BE CODE GAUGE GALVANIZED REDUCTION IN FIRE RATING. AND SMALLER SHALL BE A SOLID SINGLE STRAND; NO. 16 AWG AND LARGER STEEL WITH REMOVABLE ENDWALLS. FRONTS SHALL BE OF CODE GAUGE SHALL BE MULTIPLE STRANDED. MINIMUM CONDUCTOR SIZE SHALL BE #12 STEEL, FLUSH OR SURFACE TYPE (AS INDICATED) WITH CONCEALED TRIM 2. ACCEPTABLE MANUFACTURERS: AWG EXCEPT SMALLER SIZES MAY BE USED FOR COMMUNICATIONS AND CLAMPS, CONCEALED HINGES, FLUSH LOCK, AND GREY BAKED ENAMEL FINISH. SPECIAL SYSTEMS. CONDUCTOR SIZES SHALL BE AS CALLED FOR. BOXES AND FRONT SHALL BE UL LISTED AND SHALL BE MINIMUM 35 IN. H X 24 a. DOW CORNING FIRE -STOP SYSTEM FOAMS AND SEALANTS CONDUCTORS SHALL BE LABELED WITH UL SEAL AND BE MARKED WITH THE IN. W X 6 IN. D. PROVIDE REMOVABLE INSULATED PLYWOOD TERMINAL BOARD b. NELSON ELECTRIC FIRE -STOP SYSTEM PUTTY, CLK AND WRP MANUFACTURER'S NAME, WIRE SIZE AND INSULATION TYPE. INSULATION FOR MOUNTED ON INSIDE BACK WALL OF CABINET. C. S-100 FS500/600, THOMAS & BETTS ALL 600 VOLT CONDUCTORS SHALL BE TYPE THHN/THWN-2 OR TYPE XHHW-2; d. CARBORUNDUM FYRE PUTTY UNLESS OTHERWISE NOTED. ALL EXTERIOR AND UNDERGROUND a. ACCEPTABLE MANUFACTURER: e. 3-M FIRE PRODUCTS CONDUCTORS SHALL BE XHHW-2. LUMINAIRE FIXTURE WIRE SHALL CONFORM TO THE LATEST UNDERWRITERS LABORATORIES REQUIREMENTS. FLEXIBLE 1 SQUARED "MONO -FLAT" ) PART 3 - EXECUTION CORDS AND CABLES FOR GENERAL PORTABLE USE SHALL BE TYPE SO OR 2) APPROVED EQUAL SOOW OR AS NOTED. CABLES FOR SPECIAL USE SHALL BE OF THE TYPE 3.1 INSTALLATION SPECIFIED FOR THE APPLICATION. 1• WIRING DEVICES: A. UNLESS OTHERWISE NOTED, WIRING FOR ALL SYSTEMS INDICATED IN THE CONTRACT a. COLOR CODING: 1. WIRING DEVICES (TOGGLE SWITCHES, KEY SWITCHES, RECEPTACLES, DOCUMENTS SHALL CONSIST OF INSULATED CONDUCTORS INSTALLED IN RACEWAYS. DIMMERS, OCCUPANCY SENSORS, ETC.) SHALL BE SPECIFICATION GRADE AS A RACEWAYS SHALL BE CONTINUOUS FROM OUTLET BOX TO OUTLET BOX AND FROM 1) ALL CIRCUITS SHALL BE COLOR CODED ACCORDING TO THE MINIMUM. SWITCH HANDLE AND RECEPTACLE FACE COLOR SHALL BE AS OUTLET BOX TO CABINET, JUNCTION OR PULL BOX. SECURE AND BOND RACEWAYS TO FOLLOWING SCHEDULE. DIRECTED BY THE ARCHITECT. PROVIDE DEVICE COVER PLATES OF SATIN ALL BOXES AND CABINETS SO THAT EACH SYSTEM OF RACEWAYS IS ELECTRICALLY FINISH TYPE 302 STAINLESS STEEL IN FINISHED AREAS AND ROUNDED RAISED CONTINUOUS THROUGHOUT. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, (STEEL CITY 450/460 SERIES) ONLY FOR SURFACE MOUNTED LOCATIONS IN INSTALL ALL WIRING IN THE FOLLOWING RACEWAY SYSTEM: THREE THREE UNFINISHED AREAS. PROVIDE NEOPRENE GASKETED CAST ALUMINUM/ZINC PHASE PHASE BOX WITH HINGED (FOR RECEPTACLE) RAIN TIGHT CAST ALUMINUM/ZINC 1. WIRING 600 VOLTS OR LESS IN DRY LOCATIONS: ELECTRICAL METALLIC 120/208V 277/480V LOCKABLE WHILE IN USE COVER WITH STAINLESS STEEL HARDWARE FOR TUBING. GROUND GREEN GREEN DEVICES DESIGNATED "WP". 2. WIRING 600 VOLTS OR LESS IN OUTDOORS, ABOVE GRADE LOCATIONS: RIGID NEUTRAL WHITE GREY a. ACCEPTABLE MANUFACTURERS: METAL CONDUIT. A OR L1 BLACK BROWN B OR L2 RED ORANGE 1) PASS AND SEYMOUR 3. WIRING 600 VOLTS OR LESS INSTALLED BELOW GRADE, IN CONCRETE FLOOR C OR L3 BLUE YELLOW 2) HUBBELL SLABS OR BELOW GROUND FLOOR SLAB: RIGID NON-METALLIC CONDUIT WITH 3) LEVITON RIGID METAL CONDUIT BENDS AND PENETRATIONS THROUGH BUILDING b. ACCEPTABLE MANUFACTURERS: FLOORS AND WALLS. 2. TOGGLE/SNAP SWITCHES: 1) GENERAL CABLE 4. ALL WIRING INSTALLED IN CORROSIVE LOCATIONS: SCHEDULE 80 RIGID NOW 2) PRYSMIAN a. UNITS SHALL BE QUIET OPERATION, QUICK MAKE/QUICK BREAK, RATED METALLIC CONDUIT. 3) SOUTH WIRE FOR 20A/120-277V/1 HP AT 120/277V, SIDE/BACK WIRED, WITH 4) OKONITE NYLON/POLYCARBONATE TOGGLE, SELF -GROUNDING MOUNTING 5. FLEXIBLE METAL CONDUIT SHALL BE USED FOR FINAL CONNECTION TO ALL 5) SENATOR SCREW CLIP PLATE (NOT STAPLE), GROUND TERMINAL AND SILVER MOTORS, FINAL CONNECTION TO ROTATING OR VIBRATING EQUIPMENT, FINAL ALLOY CONTACTS. UNITS SHALL MEET LATEST FEDERAL CONNECTIONS TO DRY TYPE TRANSFORMERS AND FINAL CONNECTIONS TO TERMINAL LUGS AND CONNECTORS: SPECIFICATION WS-896, NEMA WD-1 AND UL TEST 20. SINGLE POLE RECESSED LIGHTING FIXTURES. LIQUIDTIGHT FLEXIBLE CONDUIT SHALL BE UNITS SHALL BE HUBBELL HBL1221, P&S 20AC1 OR LEVITON 1221-2. USED IN ALL WET, DAMP, OR CORROSIVE LOCATIONS. MAXIMUM LENGTH OF 1. THE LUG SHALL BE CAPABLE OF CONTINUOUS OPERATION AT THE CURRENT PROVIDE TWO POLE, THREE WAY, FOUR WAY, ILLUMINATED HANDLE, FLEXIBLE CONDUIT SHALL BE 36 IN., EXCEPT THAT FROM OUTLET BOXES TO RATING OF THE CABLE IT IS USED ON. THE LUG SHALL BE UL LISTED PER UL KEYED, ETC. TYPE OF THE SAME QUALITY AND MODEL. LIGHTING FIXTURE MAXIMUM LENGTH SHALL BE 6 FT. PROVIDE GREEN 486A, USING INDUSTRY STANDARD CRIMPING TOOLS AND DIES. TERMINAL INSULATED EQUIPMENT GROUNDING CONDUCTOR IN ALL FLEXIBLE METAL LUGS SHALL BE SOLDERLESS, PRESSURE TYPE WITH UL LABEL FOR "CU/AL" 3. RECEPTACLES: CONDUIT. CONDUCTOR TERMINATIONS. THE LUG SHALL BE A CLOSED -END a. PROVIDE RECEPTACLES WHERE INDICATED ON THE DRAWINGS AND 6. SURFACE METAL RACEWAY SHALL BE USED FOR SURFACE RUNS IN FINISHED COMPRESSION (CRIMP) TYPE, CONSTRUCTED OF SEAMLESS, ALLOY SUITABLE WHERE CALLED FOR. PROVIDE TYPE RECEPTACLE AS INDICATED AND AREA WHERE CONCEALED CONDUIT CANNOT BE RUN OR WHERE FOR COPPER AND/OR ALUMINUM CONDUCTORS TO MATCH THE CONDUCTOR. IF NOT INDICATED THEN UTILIZE GENERAL RECEPTACLE. SPECIFICALLY INDICATED ON DRAWINGS. THE LUG SHALL BE MADE WITH A CHAMFERED INSIDE END, FOR EASE OF CONDUCTOR INSERTION. BOTH ONE AND TWO HOLE LUGS SHALL BE NEMA b. GENERAL RECEPTACLE: UNITS SHALL BE NEMA 5-20R, DUPLEX, 20A, B. RACEWAYS: SIZED FOR STANDARD STUD SIZES AND SPACING. THE LUG SHALL BE 125V, SIDE/BACK WIRED, #14 TO 10AWG SCREW TERMINALS WITH DESIGNED FOR USE AT THE SYSTEM VOLTAGE. NYLON FACE, INDENTED BRASS CONTACTS FOR THREE POINT 1. SIZED AS INDICATED ON THE DRAWINGS. WHERE SIZES ARE NOT INDICATED, a. ACCEPTABLE MANUFACTURERS: CONNECTION, SELF -GROUNDING STAINLESS STEEL MOUNTING SCREW RACEWAYS SHALL BE SIZED AS REQUIRED BY THE NATIONAL ELECTRICAL CLIP PLATE AND GREEN GROUND TERMINAL. SHALL MEET CODE IN ACCORDANCE WITH THE QUANTITY, SIZE, AND TYPE OF THE 1) 3M SCOTCHLOK 30,000 AND 31,000 SERIES REQUIREMENTS OF FEDERAL SPECIFICATION W-C-596, NEMA WD-6 AND INSULATION CONDUCTORS TO BE INSTALLED. RACEWAYS SHALL BE MINIMUM 2) BURNDY UL 498. 1/2 IN. TRADE SIZE FOR BRANCH CIRCUIT WIRING AND MINIMUM 3/4 IN. TRADE 3) O.Z./GEDNEY SIZE FOR ALL TELEPHONE INTERCOMMUNICATIONS, INSTRUMENTATION, FIRE 4) THOMAS AND BETTS 1) UNITS SHALL HAVE 0.03" THICK BRASS CONTACTS, 0.04 INCH ALARM, TELEVISION AND COMPUTER SYSTEMS AND FOR ALL BRANCH CIRCUIT "HOME GALVANIZED STEEL MOUNTING STRAP AND BE: HUBBELL BR20, RUNS" TO PANELBOARDS. 2. THE CONDUCTOR CONNECTION SHALL BE CAPABLE OF CONTINUOUS P&S BR20 OR LEVITON BR20. 2. INSTALLED TO PROVIDE ADEQUATE GROUNDING BETWEEN ALL OUTLETS AND CURRENT OPERATION AT THE CURRENT RATING OF THE CABLES IT IS USED ON. THE RA RATINGF HEA, C. GROUND FAULT INTERRUPTING RECEPTACLES: UNITS SHALL BE AS THE ESTABLISHED ELECTRICAL SYSTEM GROUND. CONNECTION SHALL BE UL USING INDUSTRY STANDARD SPECIFIED ABOVE FOR GENERAL RECEPTACLE AND HAVE 5MA CRIMPING TOOLS AND IDES. THE CONNECTOR SHALL BEAN INLINE INTERRUPTING GROUND FAULT LEVEL, TEST/RESET FRONT BUTTONS, 3. CUT SQUARE, FREE OF BURRS DUE TO FIELD CUTTING OR MANUFACTURE, AND COMPRESSION (CRIMP) TYPE, CONSTRUCTED OF SEAMLESS, TIN-PLATED FULL THROUGH FEED CAPABILITY, POWER OFF ON REVERSE WIRED BUSHED WHERE NECESSARY. BOLT LENGTH SHALL NOT EXTEND MORE THAN COPPER. THE CONNECTOR SHALL BE CONSTRUCTED WITH CHAMFERED SENSING, 10KA SHORT CIRCUIT CURRENT RATING, BE 1/4 IN. BEYOND A NUT. INSIDE -ENDS AND WITH CENTER CABLE STOPS. THE CONNECTOR SHALL BE TAMPERM/EATHER RESISTANT AND IN COMPLIANCE WITH UL 943. DESIGNED FOR USE AT THE SYSTEM VOLTAGE.. UNIT SHALL SELF -TEST FUNCTION TO PERIODICALLY TEST THE 4. INSTALLED WITH EXTERIOR SURFACES NOT LESS THAN 6 IN. FROM ANY a. ACCEPTABLE MANUFACTURERS: COMPONENTS AUTOMATICALLY AND INDICATE A FAILURE CONDITION SURFACE WITH NORMAL OPERATING TEMPERATURE OF 200°F OR HIGHER. UTILIZING AN LED. SHALL BE HUBBELL GFR5362, P&S 2096TR OR 1) 3M SCOTCHLOK 10,000 AND 11,000 SERIES LEVITON S7599TR. 5. PLUGGED AT THE ENDS OF EACH ROUGHED -IN RACEWAY WITH AN APPROVED CAP OR DISC TO PREVENT THE ENTRANCE OF FOREIGN MATERIALS DURING 2) BURNDY 3) O.Z./GEDNEY d. TAMPER RESISTANT RECEPTACLES: UNITS SHALL BE AS SPECIFIED CONSTRUCTION. 4) THOMAS AND BETTS ABOVE FOR GENERAL RECEPTACLE AND HAVE PROTECTIVE SHUTTERS TO PREVENT ENTRY INTO THE LINE OR GROUNDED FRONT OPENINGS 6. CONCEALED THROUGHOUT EXCEPT WHERE EXPOSURE IS PERMITTED BY THE 3. "SPLIT -BOLT' CONNECTORS SHALL BE SOLDERLESS TYPE. UNLESS ALL PLUG PRONGS ARE PRESENT. OWNER'S REPRESENTATIVE. ALL EXPOSED RACEWAYS SHALL BE PAINTED TO MATCH EXISTING ADJACENT SURFACE FINISH AS DIRECTED BY THE a. ACCEPTABLE MANUFACTURERS: e. SPECIAL RECEPTACLES: PROVIDE OTHER TYPE RECEPTACLES AS ARCHITECT. INDICATED HEREIN OR ON THE DRAWINGS. SUCH RECEPTACLES 1) BURNDY SHALL BE HUBBELL, P&S OR LEVITON HIGHEST GRADE AVAILABLE. 7. INSTALLED PARALLEL OR PERPENDICULAR TO FLOORS, WALLS AND CEILINGS 2) KEARNEY WHERE EXPOSED WIRING IS PERMITTED. 3) O.Z./GEDNEY 4. TELEVISION OUTLETS: 8. INSTALLED WITH A MINIMUM OF BENDS AND OFFSETS. ALL BENDS SHALL BE THOMAS AND BETTS 4) THOMAS a. 4 IN. X 2 IN. OUTLET BOX WITH BLANK COVER PLATE AND CONDUIT MADE WITHOUT KINKING OR DESTROYING THE CROSS SECTION CONTOUR OF 5) ANDESON ROUTED TO LOCATION INDICATED ON DRAWINGS. COVER PLATE THE RACEWAY. FACTORY MADE BENDS ARE ACCEPTABLE AND SHOULD BE 4. "TWIST ON" CONNECTORS SHALL BE SPIRAL STEEL SPRING TYPE AND SHALL MATCH THE RECEPTACLE COVER TYPE. CONSIDERED FOR RACEWAYS LARGER THAN 2 IN. INSULATED WITH VINYL CAP AND SKIRT. J. UNDERGROUND PULLBOXES (HANDHOLES): 9. INSTALLED WITH UL APPROVED RAIN -TIGHT AND CONCRETE -TIGHT COUPLINGS a. ACCEPTABLE MANUFACTURERS: AND CONNECTORS. 1. SIDEWALK AND GRASS AREAS: BOXES SHALL BE COMPRISED OF COMPOSITE 1) 3- M COMPANY SCOTCH- LOK MATERIAL WITH STAINLESS STEEL HARDWARE AND ANSI TIER 8 RATING 10. FIRMLY FASTENED WITHIN 3 FT. OF EACH OUTLET BOX, JUNCTION BOX, 2) IDEAL "WING -NUTS" MINIMUM. PROVIDE CONDUIT/DUCT OPENINGS PER THE PLANS/SCHEMATICS CABINET OR FITTING. RACEWAYS SHALL NOT BE ATTACHED TO OR 3) APPROVED EQUAL WITH SPARE CAPACITY FOR 2 - 2" IN EACH SIDE WALL, MINIMUM. BOX SHALL BE SUPPORTED BY WOODEN PLUG ANCHORS OR SUPPORTED FROM MECHANICAL MINIMUM 2'-0" WIDE X 2'-0" LONG X S-0" DEEP INSIDE DIMENSIONS, OR LARGER WORK SUCH AS DUCTWORK, PIPING, ETC. BOXES: AS REQUIRED TO MEET NEC REQUIREMENTS. COVER SHALL BE IMPRINTED WITH EITHER "ELECTRIC", "TELEPHONE", ETC. TO DESIGNATE TYPE OF 11. INSTALLED WITH A #14 AWG FISH WIRE IN ALL TELEPHONE, 1. OUTLET BOXES SHALL BE GALVANIZED STEEL, NOT LESS THAN 2-1/2 IN. DEEP, SERVICE. PROVIDE 18 IN. OF #2 CRUSHED STONE UNDER PULLBOX AND 18 IN. INTERCOMMUNICATION, "SPARE" OR "EMPTY" CONDUIT RUNS TO FACILITATE UNLESS RESTRICTED BY THE SURROUNDINGS, 4 IN. SQUARE OR OCTAGONAL, BEYOND. REFER TO DRAWINGS PER DETAILS AND LOCATIONS. FUTURE INSTALLATION OF CONDUCTORS. WITH KNOCKOUTS. BOXES AND ASSOCIATED FITTINGS, PLATES AND DEVICES MANUFACTURERS: 12. INSTALLED WITH EXPANSION FITTINGS AT ALL BUILDING EXPANSION JOINTS SHALL BE MECHANICALLY FASTENED (SCREWED), FRICTION FITTING IS NOT a. SUCH THAT NO UNDUE STRESS IS PLACED ON ANY ELECTRICAL RACEWAY DUE ACCEPTABLE. OUTLET BOXES EXPOSED TO MOISTURE, SURFACE MOUNTED, 1) QUAZITE TO THE PROPER FUNCTIONING OF EXPANSION JOINTS. EXTERIOR, WET OR DAMP LOCATIONS SHALL BE CADMIUM CAST ALLOY COMPLETE WITH EXTERNAL THREADED HUBS AND GASKETED SCREW 2) OLD CASTLE 3) APPROVED EQUAL 13. ARRANGED IN A NEAT MANNER FOR ACCESS AND ALLOW FOR ACCESS TO FASTENED COVERS. MINIMUM BOX SIZE SHALL BE AS INDICATED IN THE NEC WORK INSTALLED BY OTHER TRADES. FOR THE CONDUCTORS AND DEVICES INSTALLED. BOXES SHALL BE K. DUCTBANKS: APPROVED FOR THE ENVIRONMENTAL CONDITION WHERE THEY WILL BE INSTALLED. a. ACCEPTABLE MANUFACTURERS: 5 6 7 8 9 10 11 12 13 14 15 ARCHITECTS, P.C. A D M D� 11 lJ UF rE-D 0 r5l 3 D � H EN" 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK PUMP HOUSE 512 MAIN STREET WEST YARMOUTH, MA 02673 ENG NEE eNG Mechc ncrai'Clecerfcal cntyine ringConsult:ants -F t i D"E ie - , B�ftsic i Y a .ise 4nJ rTATESTREET SUITE 4TO 51,a.337`71 NY 13E OF o� JAMES yG g CHATELLE v ELECTRICAL CDNo. 48529 S AL i }1 7i�-- D DA P OJ ECT #21-008 Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn CJE Project Manager BAB P.I.C. S7_E SHEET TITLE ELECTRICAL SPECIFICATIONS SHEET NUMBER E003 15 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. N m L K J H G F E D B A 1 2 3 4 5 6 78 9 10 11 12 13 14 15 N MI LI KI H F E D C B AI 14. IF IT IS NECESSARY TO BURN HOLES THROUGH WEBS OF BEAMS OR GIRDERS, CALL SUCH POINTS TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE AND RECEIVE WRITTEN APPROVAL BOTH AS TO LOCATION AND SIZE OF HOLE BEFORE PROCEEDING WITH WORK. ALL HOLES SHALL BE BURNED NO LARGER THAN ABSOLUTELY NECESSARY. 15. BECOME FAMILIAR WITH THE GENERAL CONSTRUCTION OF THE BUILDING AND PLACE SLEEVES, INSERTS, ETC., AS REQUIRED, ALL PENETRATIONS, THROUGH EXISTING FLOORS SHALL BE CORE DRILLED AND SLEEVED. 16. WHEREVER A CLUSTER OF FOUR (4) OR MORE RACEWAYS RISE OUT OF FLOOR EXPOSED, PROVIDE NEATLY FORMED 6 IN. HIGH CONCRETE ENVELOP, WITH CHAMFERED EDGES, AROUND RACEWAYS. 17. ALL RACEWAYS SHALL BE SUPPORTED ADEQUATELY BY MALLEABLE IRON PIPE CLAMPS OR OTHER APPROVED METHODS. IN EXTERIOR OR WET LOCATIONS, SUPPORTS SHALL ALLOW NOT LESS THAN 1/4 IN. AIR SPACE BETWEEN RACEWAY AND WALL. FIRMLY FASTEN RACEWAY WITHIN 3 FT. OF EACH OUTLET BOX, JUNCTION BOX, CABINET OR FITTING. THE FOLLOWING TABLE LISTS MAXIMUM SPACING BETWEEN CONDITIONS, STRENGTH OF SUPPORTING MEMBERS, ETC. 18. FURNISH AND INSTALL SUCH SUPPORTS AT NO ADDITIONAL COST TO OWNER. CONDUIT TRADE SIZE TYPE OF RUN HORIZONTAL SPACING IN FEET VERTICAL SPACING IN FEET 1/2 IN., 3/4 IN. CONCEALED 7 10 1 IN., 1-1/4 IN. CONCEALED 8 10 1-1/2 IN. AND LARGER CONCEALED 10 10 1/2 IN., 3/4 IN. EXPOSED 5 7 1 IN., 1-1/4 IN. EXPOSED 7 8 1-1/2 IN. AND LARGER EXPOSED 10 10 6. BRANCH CIRCUITS CONNECTED TO A 20A CIRCUIT BREAKER SHALL BE SIZED 1. INSTALL JUNCTION AND PULL BOXES IN READILY ACCESSIBLE LOCATIONS. AS INDICATED EXCEPT FOR LENGTHS EXCEEDING 75 FT. FOR CIRCUITS ACCESS TO BOXES SHALL NOT BE BLOCKED BY EQUIPMENT, PIPING, DUCTS LONGER THAN 75 FT. TO 100 FT. UTILIZE NO. 10 AWG CONDUCTORS (LINE, AND THE LIKE. PROVIDE ALL NECESSARY JUNCTION OR PULL BOXES NEUTRAL AND GROUND) AND FOR CIRCUITS FROM 100 FT. TO 150 FT. UTILIZE REQUIRED DUE TO FIELD CONDITIONS AND SIZE AS REQUIRE BY THE NATIONAL NO. 8 AWG (LINE, NEUTRAL AND GROUND) UNLESS OTHERWISE INDICATED. ELECTRICAL CODE. CONDUIT SIZE SHALL BE MODIFIED IN ACCORDANCE WITH THE NEC. I. EQUIPMENT MOUNTING HEIGHTS: 7. FOR SPLICES AND TAPS, NO. 10 AWG AND SMALLER, USE SOLDERLESS "TWIST ON" CONNECTORS HAVING SPIRAL STEEL SPRING AND INSULATED WITH A 1. UNLESS OTHERWISE NOTED, MOUNT DEVICES AND EQUIPMENT AT HEIGHTS VINYL CAP AND SKIRT. MEASURED FROM FINISHED FLOOR TO DEVICE/EQUIPMENT CENTERLINE AS FOLLOWS: 8. FOR SPLICES AND TAPS, NO. 8 AND LARGER, USE INSULATED SOLDERLESS SET SCREW AUCU OR HYDRAULICALLY COMPRESSED SLEEVE FITTINGS SUITABLE TOGGLE SWITCHES (UP POSITION "ON") 46 IN. FOR THE INTENDED USE. WALL LIGHTING CONTROLS (DIMMER, 46 IN. 9. USE CAST CONNECTIONS FOR GROUND CONDUCTORS. DIGITAL SWITCH, ETC. 10. PROVIDE MINIMUM 6 IN. OF SPARE/SLACK OF EACH CONDUCTOR IN EACH RECEPTACLE OUTLETS (LONG DIMENSION 18 IN. JUNCTION OR PULL BOX AND TERMINATION. VERTICAL, GROUND" POLE FARTHEST FROM FLOOR) 11. MAKE ALL SPLICES AND CONNECTIONS IN ACCESSIBLE BOXES AND CABINETS ONLY. RECEPTACLE OUTLETS ABOVE 8 IN. ABOVE COUNTERS COUNTERS A a'1 ^^%frm I Iwllwlnl 11 Aran nml 1^rn I^IKIrn Awif1 rl"frr rwll'Y fY /Yr lY/1►1V11 lT/ll'Y .nnT FREE CONDUCTOR FOR INSTALLATION OF DEVICES AND FIXTURES. RECEPTACLE OUTLETS, HAZARDOUS 48 IN. AREAS; ALSO FOR REFRIGERATORS 14. FEEDER CONDUCTORS SHALL BE CONTINUOUS FROM POINT OF ORIGIN TO LOAD TERMINATION WITHOUT SPLICE. IF THIS IS NOT PRACTICAL, CONTACT RECEPTACLE OUTLETS, WEATHERPROOF, 24 IN. THE OWNER'S REPRESENTATIVE AND RECEIVE WRITTEN APPROVAL FOR ABOVE -GRADE SPLICING PRIOR TO INSTALLATION OF FEEDER(S). WHERE FEEDER CONDUCTORS PASS THROUGH JUNCTION AND PULL BOXES, BIND AND LACE TELEPHONE OUTLETS 18 IN. 9 WHERE RACEWAYS PUNCTURE ROOF, INSTALL PITCH POCKETS AS REQUIRED CONDUCTORS OF EACH FEEDER TOGETHER. FOR PARALLEL SETS OF CONDUCTORS, MATCH LENGTHS OF CONDUCTORS AS NEAR EQUAL AS TELEPHONE OUTLETS, WALL MOUNTED 46 IN. IN ORDER THAT THE ROOF WARRANTY IS MAINTAINED. COORDINATE WITH POSSIBLE. REPRESENTATIVE OF ROOFING MATERIAL MANUFACTURER. T.V. OUTLET 18 IN. 20. AT EACH FLUSH MOUNTED PANELBOARD, TERMINAL CABINET, CONTROL 15. BRANCH CIRCUIT CONDUCTORS INSTALLED IN PANELBOARDS, AND CONTROL CONDUCTORS INSTALLED IN CONTROL CABINETS AND PANELS SHALL BE DISTRIBUTION PANELBOARDS, TO TOP OF 72 IN. CABINET, ETC., PROVIDE FOUR (4) SPARE 3/4 IN. RACEWAYS FROM NEATLY BOUND TOGETHER USING "TY-RAPS" OR EQUAL, BACKBOX PANELBOARD, ETC., TO AN AREA ABOVE THE NEAREST ACCESSIBLE CEILING SPACE. MAKE 90° TURN ABOVE THE CEILING, ARRANGED FOR FURTHER 16. LIGHTING FIXTURES, DETECTORS, ETC., IN MECHANICAL EQUIPMENT, BOILER TERMINAL CABINETS, CONTROL 721N. CONTINUATION OF RACEWAY, AND CAP. AND PUMP ROOMS SHALL BE INSTALLED WITH EXPOSED WIRING AFTER CABINETS, TO TOP OF BACKBOX 21. PROVIDE A BUSHING AT EACH CONDUIT TERMINATION UNLESS FITTING AT BOX EQUIPMENT, DUCTWORK, PIPING, ETC., ARE IN PLACE. IN GENERAL, LIGHTINGSHALL BE AS LOCATED ON THE DRAWINGS; WHERE CONFLICTS EXISTLOCATE DISCONNECT SWITCHES, MOTOR 48 IN. WHERE CONDUIT TERMINATES HAS HUBS DESIGNED IN SUCH A MANNER TO , LIGHTS FOR BEST DISTRIBUTION. STARTERS, ENCLOSED CIRCUIT AFFORD EQUAL PROTECTION TO CONDUCTORS. PROVIDE GROUNDING TYPE BREAKERS. INSULATED BUSHINGS ON ALL CONDUIT SIZES 2 IN. TRADE SIZE AND LARGER 17. PROVIDE CABLE/CONDUCTOR VERTICAL SUPPORT IN ACCORDANCE WITH THE AND ON ALL FEEDER RACEWAYS REGARDLESS OF SIZE. PROVIDE STANDARD NEC. BUSHINGS FOR CONDUITS 1 IN. AND SMALLER UNLESS OTHERWISE STATED. 2, WHERE STRUCTURAL OR OTHER INTERFERENCES PREVENT COMPLIANCE 18. HANDHOLES: WITH MOUNTING HEIGHTS LISTED ABOVE, CONSULT OWNER'S 22. DIFFERING TEMPERATURES: FOR RACEWAYS ROUTED BETWEEN AREAS WITH REPRESENTATIVE FOR APPROVAL TO CHANGE LOCATION BEFORE DIFFERING TEMPERATURES (INTERIOR TO EXTERIOR, WALK IN a. PROVIDE CABLE RACKS, AND SECURELY FASTEN ALL CABLES. INSTALLATION. COOLERS/FREEZERS, ENVIRONMENTAL CHAMBERS, ETC.) INSTALL RACEWAY SUPPORT STANCHIONS SHALL BE SPACED 3 FT. APART MAXIMUM. AS FOLLOWS: J. HANGERS AND SUPPORTS: a. PROVIDE A THERMAL BREAK, 4 IN. MINIMUM OF STAINLESS STEEL OR b. PROVIDE SEPARATION OF CONDUCTORS OF DIFFERENT SYSTEMS PER NEC REQUIREMENTS. 1. PROVIDE STEEL ANGLES, CHANNELS AND OTHER MATERIALS NECESSARY FOR SCHEDULE 40 PVC CONDUIT WITHIN SPACE WALUSEPARATION. THE PROPER SUPPORT AND ERECTION OF MOTOR STARTERS, DISTRIBUTION C. PITCH ALL RACEWAYS TOWARD THE HANDHOLE. PANELBOARDS, LARGE DISCONNECT SWITCHES, LARGE CIRCUIT BREAKERS, b. SEAL RACEWAY PENETRATION THROUGH THE WALUSEPARATION. PENDANT MOUNTED LIGHTING FIXTURES, ETC. C. PROVIDE A BOX ON EACH SIDE OF THE SPACE WALUSEPARATION. d. MORTAR AND BRICK THE THROATS OF HANDHOLES TO GRADE LEVEL. SET COVER RIM TO 1 IN. ABOVE GRASS AREAS AND FLUSH WITH 2. PANELBOARDS, DISCONNECT SWITCHES, CIRCUIT BREAKERS, CABINETS, FINISHED AREAS. WATERPROOF THROAT WITH. ELASTIC BITUMINOUS LARGE PULL BOXES, ADJUSTABLE SPEED DRIVES, CABLE SUPPORT BOXES d. PROVIDE RACEWAY INTERIOR SEALANT (DUCT SEAL OR SUITABLE PLASTIC CEMENT COATING. AND STARTERS SHALL BE SECURED TO THE BUILDING STRUCTURE AND NOT FOAM) TO PROVIDE A COMPLETE AIR BARRIER AFTER CONDUCTORS SUPPORTED FROM CONDUITS. SMALL PANELBOARDS, ETC., AS APPROVED BY ARE INSTALLED. E. OUTLET BOXES' OWNER'S REPRESENTATIVE, MAY BE SUPPORTED ON WALLS. RACKS FOR SUPPORT OF CONDUITS AND HEAVY ELECTRICAL EQUIPMENT SHALL BE e. MOUNTING OF RACEWAY AND BOXES ON EQUIPMENT SHALL BE 1. CONSIDER LOCATION OF OUTLETS SHOWN ON DRAWINGS AS APPROXIMATE SECURED TO BUILDING CONSTRUCTION BY SUBSTANTIAL STRUCTURAL COORDINATED AND APPROVED BY THE EQUIPMENT MANUFACTURER. ONLY. STUDY ARCHITECTURAL, PROCESS PIPING, MECHANICAL, PLUMBING, SUPPORTS. 23. RACEWAY INSTALLED IN WET/DAMP LOCATIONS OR ON EXTERIOR WALLS DRAWINGS AND NOTE SURROUNDING ETC. STRUCTURAL, , ., AREAS IN WHICH EACH OUTLET IS TO BE LOCATED. LOCATE OUTLET SO THAT K. IDENTIFICATION: SHALL HAVE A SPACER MANUFACTURED FOR THIS PURPOSE PROVIDED TO WHEN FIXTURES, MOTORS, CABINETS, EQUIPMENT, ETC., ARE PLACED IN MAINTAIN ASPACE/VOID BETWEEN THE MOUNTING SURFACE AND THE POSITION, OUTLET WILL SERVE ITS DESIRED PURPOSE. WHERE CONFLICTS 1. PROVIDE ENGRAVED LAMICOID IDENTIFICATION NAMEPLATES ON RACEWAY. ARE NOTED BETWEEN DRAWINGS, CONTACT OWNER'S REPRESENTATIVE FOR SWITCHBOARDS, MAIN SERVICE DISCONNECTS, TRANSFER SWITCHES, MOTOR DECISION PRIOR TO INSTALLATION. COMPLY WITH THE NEC RELATIVE TO CONTROL CENTERS AND ON ALL PANELBOARDS USING DESIGNATION SHOWN C. UNDERGROUND RACEWAYS AND DUCTBANKS: POSITION OF OUTLET BOXES IN FINISHED CEILINGS AND WALLS. IN PANELBOARD SCHEDULE. INCLUDE VOLTAGE, PHASE, EQUIPMENT SERVED, VOLTAGE SOURCE TO PANEL OR EQUIPMENT. 1. ENCASE ALL UNDERGROUND RACEWAYS IN CONCRETE, SAND (NYSDOT 2. PRIOR TO INSTALLATION, RELOCATE ANY OUTLET LOCATION A DISTANCE OF 5 0733-15), NO. 1 CRUSHED STONE (NYSDOT 0703-02) OR PEA STONE (NYSDOT FT. IN ANY DIRECTION FROM LOCATION INDICATED ON DRAWINGS IF SO 2. PROVIDE ENGRAVED LAMICOID IDENTIFICATION NAMEPLATES FOR EACH 0702-0203). CONCRETE ENCASEMENT SHALL BE UTILIZED WHERE INDICATED DIRECTED BY THE OWNER'S REPRESENTATIVE. PRIOR TO COMPLETION OF CIRCUIT BREAKER IN THE MAIN DISTRIBUTION PANEL LISTING THE AND FOR CIRCUIT VOLTAGES OVER 600V. FOR CONCRETE ENCASEMENT, WALL CONSTRUCTION, ADJUST VERTICAL HEIGHT OF ANY OUTLET FROM PANELBOARD OR EQUIPMENT CONNECTED TO EACH DEVICE. FORM CONCRETE ENVELOPE AROUND RACEWAYS, 3 IN. MINIMUM THICKNESS HEIGHT INDICATED IF SO DIRECTED BY OWNER'S REPRESENTATIVE. THE CONCRETE AT TOP, BOTTOM AND SIDES OF RACEWAYS, CONDUITS ON 7-1/2 IN. ABOVE MODIFICATIONSSHALL BE MADE AT NO ADDITIONAL COST TO THE 3. PROVIDE ENGRAVED LAMICOID IDENTIFICATION NAMEPLATES ON ALL ITEMS OF CENTERS BOTH DIRECTIONS WITH CONCRETE BETWEEN RACEWAYS. TOP OF . OWNER. EQUIPMENT INCLUDING INDIVIDUAL CIRCUIT BREAKER ENCLOSURES AND CONCRETE ENVELOPE SHALL BE FINISHED NOT LESS THAN 24 IN. BELOW DISCONNECT SWITCHES, LISTING THE EQUIPMENT CONNECTED TO THE FINISHED GRADE, EXCEPT WHERE UNDER BUILDING SLABS. OPEN TRENCH 3. WHERE OUTLETS AT DIFFERENT MOUNTING HEIGHTS ARE INDICATED ON PARTICULAR DEVICE PROVIDED UNDER SPECIFICATION SECTION 262000, FOR ITS COMPLETE LENGTH BEFORE CONCRETE IS POURED; IF ANY DRAWINGS ADJACENT TO EACH OTHER (DUE TO LACK OF PHYSICAL SPACE TO INCLUDING, BUT NOT LIMITED TO: STARTERS, DISCONNECT SWITCHES, OBSTRUCTIONS ARE ENCOUNTERED, MAKE PROVISIONS TO AVOID THEM. SHOW SYMBOL ON DRAWINGS), INSTALL OUTLETS ON A COMMON VERTICAL ADJUSTABLE SPEED DRIVES, CIRCUIT BREAKERS, ETC. INCLUDE VOLTAGE, SUPPORT RACEWAYS MINIMUM 3 IN. ABOVE BOTTOM OF TRENCH BEFORE LINE. PHASE, EQUIPMENT SERVED, VOLTAGE SOURCE TO PANEL OR EQUIPMENT. POURING. FURNISH AND INSTALL PRECAST CONCRETE, PLASTIC OR FIBER SPACERS. STAGGER COUPLINGS. WHEN CONCRETE IS SPECIFIED, SECURELY 4. WHERE SWITCH OUTLETS ARE SHOWN ADJACENT TO STRIKE SIDE OF DOOR, 4. PROVIDE COMPLETE TYPE WRITTEN DIRECTORY FOR EACH PANELBOARD TIE RACEWAYS IN PLACE TO PREVENT FLOATING. POUR CONCRETE AS SOON LOCATE EDGE OF OUTLET BOX APPROXIMATELY 3 IN. FROM DOOR FRAME. LISTING ROOM NUMBER, FUNCTION, ETC., FOR EACH CIRCUIT BREAKER. AS POSSIBLE AFTER PLACING AND SECURING OF RACEWAYS. PULL IRON- DIRECTORY SHALL BE PLACED IN A PLASTIC CLEAR SLEEVE IN THE INTERIOR SHOD MANDREL, NOT MORE THAN 1/4 IN. SMALLER THAN BORE OF RACEWAY 5. OUTLET BOXES IN SEPARATE ROOMS SHALL NOT BE INSTALLED "BACK -TO- OF THE PANELBOARD DOOR. PROVIDE TYPE WRITTEN UPDATED PANELBOARD TO REMOVE CONCRETE AND OTHER OBSTRUCTIONS. CLEAN RACEWAY BY BACK" WITHOUT THE APPROVAL OF THE OWNER'S REPRESENTATIVE. DIRECTORIES FOR EXISTING PANELBOARDS AFFECTED BY THIS WORK. DRAWING THROUGH PROPERLY SIZED CYLINDRICAL BRUSHES AS MANY TIMES AS NECESSARY TO REMOVE DIRT. CONCRETE ENVELOPES SHALL CONTAIN 6. OUTLET BOXES SHALL BE SIZED TO ACCOMMODATE THE WIRING, SPLICES AND 5. IDENTIFY JUNCTION AND PULLBOXES FOR PARTICULAR SERVICE AND CIRCUIT REINFORCING RODS WHEREVER NON-METALLIC RACEWAYS ARE USED. DEVICE(S) TO BE INSTALLED IN ACCORDANCE WITH THE NEC. SUCH AS POWER, EMERGENCY POWER, LIGHTING, FIRE ALARM, TELEPHONE, REINFORCING SHALL BE CONTINUOUS RUNS OF NO. 4 DEFORMED RODS INTERPHONE, PUBLIC ADDRESS, NURSE CALL, ETC. USING STENCIL LETTERING LOCATED IN ALL FOUR CORNERS AS WELL AS TOP AND BOTTOM OF ENVELOPE 7. OUTLET BOXES INSTALLED IN PLASTER, GYPSUM BOARD OR WOOD PANELED ON COVER. BETWEEN EACH RACEWAY. IN LOCATIONS WHERE NON-METALLIC RACEWAYS HOLLOW CAVITY WALLS SHALL BE INSTALLED FLUSH WITH RAISED PLASTER ARE USED, CHANGE TO HEAVY WALL METALLIC CONDUIT (RMC) OF SAME COVERS OR RAISED TILE COVERS. BOXES SHALL BE MECHANICALLY 6. USING ADHESIVE BACKED PRINTED TAPE LABEL (WHITE BACKGROUND, BLACK INTERNAL DIAMETER BEFORE RISING OUT OF GROUND AND AT FASTENED AND SUPPORTED BY TWO (2) ADJACENT STRUCTURAL MEMBERS LETTERING) ALL RECEPTACLE AND SWITCH COVERPLATES, POWER POLES, BENDS/ELBOWES; PROVIDE METALLIC CONDUIT ELBOWS AT CONDUIT RISE. (STUDS) WITH CROSS BRACKETS (GARVIN INDUSTRIES MODEL BMB DR ETC. LISTING PANEL DESIGNATION AND CIRCUIT NUMBER. TAPE SHALL BE CARRY CONCRETE ENVELOPE TO A POINT 12 IN. MINIMUM ABOVE GRADE OR APPROVED EQUAL). ATTACHED TO OUTSIDE OF RECEPTACLE OR SWITCH COVERPLATES. FLOOR SLAB AT RISE POINT IF ALLOWED BY SITE CONDITIONS AND EQUIPMENT L. SPARE PARTS: TO BE INSTALLED. SLOPE TOP OF CONCRETE AWAY FROM RACEWAY, 8. OUTLET BOXES INSTALLED IN TILE, BRICK OR CONCRETE BLOCK WALLS SHALL CHAMFER EDGES. CAP ALL EMPTY CONDUITS WATERTIGHT. PLACE CONDUIT BE INSTALLED FLUSH AND HAVE EXTRA -DEEP TYPE RAISED TILE COVERS OR 1. DELIVER TO OWNER AND OBTAIN RECEIPT FOR SPARE PARTS INCLUDING KEY IN STRAIGHT LINES. SEAL, COMPLETELY WATERPROOF, ALL DUCT JOINTS SHALL BE 3-1/2 IN. DEEP BOXES WITH SQUARE CORNERS AND DIMENSIONS TO SWITCHES, FUSES, ETC. BEFORE ENCASEMENT. PLACE DIRECT -BURY CONDUIT TIER -BY -TIER METHOD, ACCOMMODATE CONDUCTORS INSTALLED. BACKFILLING EACH LAYER TO ACHIEVE PROPER SPACING UTILIZING SUITABLE 3.2 TESTS ENCASEMENT MATERIAL. TRENCH BACKFILL SHALL BE IN 6" LIFTS MAXIMUM 9. SURFACE CEILING MOUNTED OUTLET BOXES SHALL BE MINIMUM 4 IN. SQUARE, AND COMPACTING BETWEEN. BACKFILL TO BE EXCAVATED MATERIAL WITH 1-1/2 IN. DEEP, GALVANIZED SHEET METAL. A. BRANCH CIRCUITS SHALL BE TESTED DURING INSTALLATION FOR CONTINUITY AND ROCK AND ORGANIC MATERIAL REMOVED. FOR GRASS LOCATIONS PROVIDE 8" MINIMUM OFF SITE TOPSOIL (NYSDOT 0713.01) AND SEED TO MATCH THE 10. SURFACE WALL MOUNTED OUTLET BOXES SHALL BE CAST TYPE BOXES. IDENTIFICATION AND SHALL PASS OPERATIONAL TESTS TO DETERMINE THAT ALL CIRCUITS PERFORM THE FUNCTION FOR WHICH THEY ARE DESIGNED. FOR ALL EXISTING. OTHER SURFACES SHALL BE RETURNED TO THE ORIGINAL OR BETTER CONDITION TO THE EXISTING SURROUNDING. ELBOWS SHALL HAVE A 11. FLOOR OUTLET BOXES SHALL BE INSTALLED FLUSH WITH FINISHED FLOOR, FEEDER AND EXTERIOR BRANCH CIRCUIT WIRING RATED 600 VOLTS OR LESS, PROVIDE "MEGGER" MINIMUM RADIUS OF 42 IN. FOLLOW PROPER LOW TEMPERATURE ADJUST LEVEL AND TILE AS REQUIRED. WHERE FINISHED FLOOR IS TERRAZZO, 1,000 VOLT INSULATION TEST PRIOR TO ENERGIZING FEEDERS, USE A 1,000- VOLT MOTOR DRIVEN MEGGER FOR ALL TESTS. TEST VOLTAGE SHALL BE APPLIED INSTALLATION PROCEDURES AS RECOMMENDED BY RACEWAY PROVIDE BOXES SPECIFICALLY DESIGNED FOR INSTALLATION IN TERRAZZO. WHERE FLOORS ARE IF RECEIVE CARPET FLOORING MATERIAL, UNTIL READINGS REACH A CONSTANT VALUE, AND UNTIL THREE (3) EQUAL READINGS, MANUFACTURER. PROVIDE DETECTABLE MARKING TAPE IN SOIL ABOVE ALL COORDINATE WITH APPROPRIATE TRADE AND PROVIDE INSERT. EACH ONE (1) MINUTE APART, ARE OBTAINED. MINIMUM MEGGER READING SHALL BE DUCTBANK SAND BURIED CONDUIT. REPAIR OR REPLACE ALL EXISTING UTILITIES AND FACILITIES DAMAGE, DUE TO DUCTBANK INSTALLATION, AS PART RECTANGULAR COVERS SHALL BE PARALLEL AND PERPENDICULAR WITH THE 45 MEGOHMS FOR FEEDER CONDUCTORS. DOCUMENT TEST RESULTS AND SUBMIT OF CONTRACT. WHERE RACEWAYS PASS BETWEEN EXTERIOR AND INTERIOR BUILDING OR, IF USED, FLOORTILE/FLOOR JOINTS/PATTERN. COORDINATE FOR APPROVAL PRIOR TO ENERGIZING CONDUCTORS, AND TERMINATE IN BUILDING, SWITCHGEAR, PULLBOX, ETC. PROVIDE CONDUIT COVER TYPE WITH THE FLOORING AND DEVICE TYPE. END OF SECTION SEALING BUSHING (O-Z GEDNEY CSB OR APPROVED EQUAL) IN EACH 12. INSTALL A DEVICE COVER PLATE OVER EACH AND EVERY OUTLET INDICATED RACEWAY TO FILL ALL VOIDS AROUND CONDUIT AND CABLES. UPSIZE THE ON DRAWINGS. DO NOT INSTALL PLATES UNTIL PAINTING, CLEANING AND CONDUIT AS NEEDED FOR SUITABLE SEALING BUSHING. FINISHING OF SURFACES SURROUNDING THE OUTLET ARE COMPLETE. D. WIRING METHODS: INSTALL SINGLE ONE-PIECE MULTI -GANG COVERS OVER MULTI -GANG DEVICES. 1. CONDUCTORS SHALL NOT BE INSTALLED UNTIL RACEWAY SYSTEM, INCLUDING F. RECEPTACLES: ALL OUTLETS, CABINETS, BUSHINGS AND FITTINGS, IS COMPLETED. VERIFY 1. GROUND OPENING SHALL BE UP FOR VERTICAL INSTALLATION AND ON THE THAT ALL WORK OF OTHER TRADES WHICH MAY CAUSE CONDUCTOR DAMAGE LEFT FOR HORIZONTAL INSTALLATION. IS COMPLETED. USE ONLY U.L. APPROVED CABLE LUBRICANTS WHEN NECESSARY. DO NOT USE MECHANICAL MEANS TO PULL CONDUCTORS NO. 8 G. TOGGLE SWITCHES: OR SMALLER. 2. IN GENERAL, CONDUCTORS SHALL BE THE SAME SIZE FROM THE LAST 1. SWITCHES SHALL BE INSTALLED IN ACCESSIBLE LOCATIONS NEAR ROOM/SPACE ENTRYWAY(S). PROTECTIVE DEVICE TO THE LOAD. 3. ALL WIRING SYSTEMS SHALL BE PROPERLY GROUNDED AND CONTINUOUSLY 2. PROVIDE LIGHTED HANDLE SWITCHES IN MECHANICAL ROOMS, ELEVATOR POLARIZED THROUGHOUT, FOLLOWING THE COLOR -CODING SPECIFIED. PITS, ELECTRIC ROOMS, ETC. CONNECT BRANCH CIRCUIT WIRING AT PANELBOARDS, AS REQUIRED, IN 3. SWITCHES SHALL HAVE NEUTRAL PULLED THROUGH THE BOX EVEN IF NOT ORDER TO PROVIDE A "BALANCED" THREE-PHASE LOAD ON FEEDERS. USED. 4. PROVIDE INSULATED GREEN GROUND CONDUCTOR IN EACH BRANCH CIRCUIT. H. JUNCTION AND PULL BOXES: 5. ALL FEEDER CONNECTIONS SHALL BE MADE TO BUS AND OTHER EQUIPMENT USING SOLDERLESS, PRESSURE TYPE TERMINAL LUGS. 1 1 2 1 3 4 5 � 6 1 7 8 9 10 1 1 1 12 13 1 14 ARCH ITECTS,P.C. An� U LJ TrECUU RF ■ H'f E FD1 � 0 FD_) 3 FD1 L A H H � H IF 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK PUMP HOUSE 512 MAIN STREET WEST YARMOUTH, MA 02673 ENGNEErNG Mechun;callElectricai Eng veering Coosuttants "P1.51 Dstriet . RoCheste 1 B&Ml. i p-3 o 433 STATE STREET, SurrE 41r, 51 8 5332171 SC"t EoECTAO`f W 123.,5 OF Q JAME �G CHATELLE°, 1 ELECTRICAL CDU No.48529 DDA PR JECT #21-008- Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn CJE Project Manager BAB P.I.C. SZE SHEET TITLE ELECTRICAL SPECIFICATIONS SHEET NUMBER E004 N IN L In J H C F I D C m A 15 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 SECT iON 260526 -GROUNDING PART 3 - EXECUTION 3. BOND EACH ABOVEGROUND PORTION OF GAS PIPING SYSTEM DOWNSTREAM FROM EQUIPMENT SHUTOFF VALVE. PART 1 - GENERAL 3.1 INSTALLATION J. UNDERGROUND DISTRIBUTION: 1.1 DESCRIPTION A. GROUNDING CONDUCTORS: N 1. MANHOLES AND HANDHOLES: PROVIDE A DRIVEN GROUND ROD THROUGH A. PROVIDE GROUNDING SYSTEM EQUAL TO OR EXCEEDING THE REQUIREMENTS OF NEC 1. PROVIDE GROUNDING CONDUCTOR(S) WITH ALL POWER CIRCUITS. OPENING IN THE FLOOR/BOTTOM WITH 4 IN. EXPOSED. IF NECESSARY DUE TO AND AS INDICATED IN THE CONTRACT DOCUMENTS. RACEWAY SYSTEM WHICH CONDUCTOR SHALL BE SIZED AS INDICATED OR AS REQUIRED BY THE NEC AS THE SITE CONDITIONS, INSTALL THE GROUND ROD PRIOR TO INCLUDES METAL CONDUIT, WIREWAYS, PULLBOXES, JUNCTION BOXES, BUSWAY, WIRE A MINIMUM AND SHALL BE TERMINATED ON THE EQUIPMENT, DEVICE, MANHOLE/HANDHOLE INSTALLATION AND PROVIDE A #1/OAWG BARE WAYS, CABLE TRAYS, ENCLOSURES, MOTOR FRAMES, ETC., SHALL BE MADE TO FORM ENCLOSURE, ETC. GROUNDING TERMINAL. CONDUCTOR SIZE SHALL BE FOR CONDUCTOR FROM THE GROUND ROD WITH AN EXOTHERMIC CONNECTION IN A CONTINUOUS, CONDUCTING PERMANENT GROUND CIRCUIT OF THE LOWEST THE ENTIRE LENGTH UNLESS APPROVED BY THE ENGINEER WHERE THE MANHOLE/HANDHOLE. SEAL THE OPENING WITH WATERPROOF PRACTICAL IMPEDANCE TO ENHANCE THE SAFE CONDUCTION OF GROUND FAULT OVERSIZED FOR VOLTAGE DROP. NONSHRINKING GROUT. CURRENTS AND TO PREVENT OBJECTIONABLE DIFFERENCES IN VOLTAGE BETWEEN METAL NONLOAD CURRENT CARRYING PARTS OF THE ELECTRICAL SYSTEM. 2. CONDUCTORS ABOVE GRADE TO GROUND ELECTRODES (WATER PIPING, 2. BOND EXPOSED PARTS WITHIN MANHOLE/HANDHOLE SUCH AS INSERTS, STRUCTURAL COLUMN, ETC.) AND TO EQUIPMENT (SERVICE ENTRANCE, PULLING RINGS, CABLE RACKS, LADDERS AND CABLE SHIELDS TO THE B. PROVIDE SOLID GROUNDING OF BUILDING STRUCTURES AND ELECTRICAL AND GROUND BARS, GROUND HALOS, ETC.) SHALL BE INSTALLED IN METALLIC GROUND ROD WITH #2AWG BARE CONDUCTOR MINIMUM. CONDUCTORS COMMUNICATIONS SYSTEMS AND EQUIPMENT. IT INCLUDES BASIC REQUIREMENTS CONDUIT WITH ENDS BONDED TO THE CONDUIT. SHALL BE NEATLY INSTALLED AROUND THE PERIMETER OF THE UNIT AND M FOR GROUNDING FOR PROTECTION OF LIFE, EQUIPMENT, CIRCUITS AND SYSTEMS. SUPPORT 3 FT. ON CENTER WITH NON -CORROSIVE SUPPORT AND HARDWARE. TYPES OF GROUNDING SYSTEMS INCLUDE THE FOLLOWING: 3. GROUNDING CONDUCTORS SHALL BE INSTALLED TO HAVE A MINIMUM RADIUS OF 3 IN. 3.2 TESTS 1. ELECTRICAL SERVICE AND TRANSFORMER GROUNDING 2. BUILDING GROUNDING 4. GROUNDING CONDUCTORS IN A RACEWAY SYSTEM SHALL BE A. TEST THE BUILDING GROUND SYSTEM BEFORE BACKFILLING TO ENSURE CONTINUITY 3. EQUIPMENT ROOM GROUND TERMINAL BAR TERMINATED/BONDED TO EACH BOX, CABINET, ENCLOSURE, ETC. THROUGH AND DETERMINE SYSTEM RESISTANCE VALUE. 4. ELECTRICAL EQUIPMENT GROUNDING WHICH IT PASSES OR TERMINATES. B. TESTING PROCEDURE SHALL BE A FALL OF POTENTIAL TYPE WITH A MOVING 1.2 QUALITY ASSURANCE 5. GROUNDING CONDUCTORS ROUTED WITH UNDERGROUND CIRCUITS SHALL BE AUXILIARY ELECTRODE IN ACCORDANCE WITH IEEE STANDARD 142 AND BONDED TO EACH GROUND ELECTRODE AND METALLIC CABLE SUPPORT REVIEWED/APPROVED BY THE ENGINEER. SUFFICIENT TEST POINTS SHALL BE TAKEN A. ALL METHODS OF CONSTRUCTION, DETAILS OF WORKMANSHIP THAT ARE NOT SYSTEM WITHIN THE RACEWAY SYSTEM INCLUDING PULL AND ACCESS FOR ACCURATE RESISTANCE VALUE. SPECIFICALLY DESCRIBED OR INDICATED IN THE CONTRACT DOCUMENTS, SHALL BE LOCATIONS. L SUBJECT TO THE CONTROL AND APPROVAL OF THE OWNER'S REPRESENTATIVE. C. MAKE RESISTANCE MEASUREMENTS IN DRY WEATHER, NO EARLIER THAN 48 HOURS EQUIPMENT AND MATERIALS SHALL BE OF THE QUALITY AND MANUFACTURE 6. STRANDED CONDUCTORS PENETRATING VAPOR BARRIERS, FOUNDATIONS, AFTER RAINFALL. PROVIDE TABULATED TEST RESULTS INDICATING DISTANCE INDICATED IN THEIR RESPECTIVE SECTIONS OF THE SPECIFICATIONS. THE EQUIPMENT SLAB ON GRADE AND WATER STOP MEMBRANES SHALL HAVE THE BETWEEN RODS AND RESISTANCE READINGS ON A PLOTTED GRAPH. SPECIFIED IS BASED UPON THE ACCEPTABLE MANUFACTURERS LISTED. EQUIPMENT INTERSTITIAL SPACES BETWEEN STRANDS FILLED WITH SOLDER 4 IN. BEYOND TYPES, DEVICE RATINGS, DIMENSIONS. ETC., CORRESPOND TO THE NOMENCLATURE THE MEMBRANE EACH SIDE. THE CONDUCTOR SHALL BE SEALED TO THE D. TEST EACH GROUND ELECTRODE SYSTEM SEPARATELY PRIOR TO CONNECTION TO DICTATED BY THOSE MANUFACTURERS. WHERE "OR EQUAL" IS STATED, EQUIPMENT MEMBRANE WITH A MANUFACTURER APPROVED METHOD. THE SYSTEM OR MAIN BUILDING GROUND BAR. TEST EACH SYSTEM GROUND SHALL BE EQUIVALENT IN EVERY WAY TO THAT OF THE EQUIPMENT SPECIFIED AND ELECTRODE SYSTEM A SECOND TIME AFTER BACKFILLING HAS OCCURRED AND ALL SUBJECT TO APPROVAL. ALL EQUIPMENT SHALL BE TESTED AT THE FACTORY. B. RACEWAY SYSTEMS: FINAL CONNECTIONS (BUILDING STEEL, WATER SERVICE, ETC.) HAVE BEEN MADE. UNLESS SPECIFIED ELSEWHERE, STANDARD FACTORY INSPECTION AND OPERATIONAL TESTS WILL BE ACCEPTABLE. 1. ALL METAL SUPPORTS, CABLE TRAYS, MESSENGER CABLES, FRAMES, E. SOIL TYPE, DATE, TIME, METER MANUFACTURER/MODEL NUMBER, PERSON SLEEVES, BRACKETS, BRACES, ETC. FOR THE RACEWAY SYSTEM, PANELS, PERFORMING THE TEST, TEST WITNESSES AND MOST RECENT RAINFALL SHALL BE B. ELECTRICAL COMPONENTS, DEVICES AND ACCESSORIES: LISTED AND LABELED AS SWITCHES, BOXES, STARTERS CONTROLS, ETC., WHICH ARE NOT RIGIDLY NOTED IN TEST SUBMITTAL K DEFINED IN THE NEC BY NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL) AND SECURED TO AND IN CONTACT WITH THE RACEWAY SYSTEM, OR WHICH ARE MARKED FOR INTENDED USE. SUBJECT TO VIBRATION AND LOOSENING, SHALL BE BONDED TO THE END OF SECTION RACEWAY SYSTEM. C. COMPLY WITH UL 467 FOR GROUNDING AND BONDING MATERIALS AND EQUIPMENT. 2. TERMINATION OF RIGID CONDUIT AT ALL BOXES, CABINETS, AND ENCLOSURES 1.3 REQUIREMENTS SHALL BE MADE UP TIGHTLY WITH A DOUBLE LOCKNUT ARRANGEMENT AND A BUSHING, BUSHINGS BEING OF THE INSULATED TYPE. UTILIZE GROUNDING A. GROUNDING CONDUCTORS, BONDING CONDUCTORS, JUMPERS, GROUNDED BUSHINGS AS SPECIFIED ELSEWHERE IN THESE SPECIFICATIONS. CONDUCTORS, ETC. SHALL BE SIZED IN ACCORDANCE WITH THE NEC. 3. CONDUIT WHICH RUNS TO OR FROM BOXES, CABINETS, OR ENCLOSURES B. EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE HAVING CONCENTRIC OR ECCENTRIC KNOCKOUTS WHICH PARTIALLY MANUFACTURER'S RECOMMENDATIONS. PERFORATE THE METAL AROUND THE CONDUIT AND HENCE IMPAIR THE J CONTINUITY OF SYSTEM GROUND CIRCUITS SHALL BE PROVIDED WITH 1.4 SUBMITTALS BONDING JUMPERS CONNECTED BETWEEN A GROUNDING TYPE BUSHING/LOCKNUT ON THE CONDUIT AND A GROUND BUS OR STUD INSIDE THE A. PROVIDE SUBMITTALS FOR THE FOLLOWING: BOX, CABINET, OR ENCLOSURE AND ATTACHED THERETO. 1. GROUND RODS AND CONNECTORS. 4. CONDUIT EXPANSION JOINTS AND TELESCOPING SECTIONS OF METAL RACEWAYS SHALL BE PROVIDED WITH BONDING JUMPERS SIZED IN 2. BUILDING GROUND RESISTANCE TEST RESULTS. ACCORDANCE WITH THE NEC. PART 2 - PRODUCTS C. GROUND RODS: H 2.1 MATERIALS 1. GROUND RODS SHALL BE DRIVEN VERTICALLY THE FULL LENGTH PLUS 24 IN., MINIMUM. A. CONDUCTORS: 2. GROUND RODS SHALL BE LOCATED IN VIRGIN SOIL OR LOAMY COMPACTED 1. EXPOSED GROUNDING COMPONENTS SUCH AS BARS, STRAPS, CABLES, SOIL. FLEXIBLE JUMPERS, BRAIDS, SHUNTS, ETC., SHALL BE BARE COPPER UNLESS OTHERWISE INDICATED. 3. PROVIDE ONE (1), MINIMUM, GROUND ROD INSPECTION TEST WELL FOR EACH GROUND ROD/ELECTRODE SYSTEM OR AS INDICATED. 2. GROUNDING CONDUCTORS IN RACEWAY WITH 600V CIRCUITING SHALL BE INSULATED TO MATCH THE CIRCUIT CONDUCTORS WITH GREEN COLOR. D. CONNECTORS CLAMPS AND TERMINALS: 3. GROUNDING CONDUCTORS USED WITH SYSTEM VOLTAGE GREATER THAN 1. CONNECTORS UTILIZED ABOVE GRADE IN DRY ACCESSIBLE LOCATIONS SHALL G 1000V SHALL BE BARE UNLESS OTHERWISE INDICATED. BE MECHANICAL OR EXOTHERMIC TYPE. 4. GROUNDING CONDUCTOR SIZE SHALL BE AS INDICATED OR AS REQUIRED BY 2. CONNECTORS IN DAMP LOCATIONS, BELOW GRADE OR IF NOT INDICATED THE NEC WHICHEVER IS LARGER, STRANDED, SOFT DRAWN OR SOFT SHALL BE EXOTHERMIC TYPE. ANNEALED COPPER, UNLESS OTHERWISE INDICATED. SIZING SHALL TAKE INTO ACCOUNT CIRCUIT VOLTAGE DROP. 3. CLEAN THE AREA NEAR THE CONNECTING SURFACES PRIOR TO ANY CONNECTION TO ENSURE EFFECTIVE CONTACT. CLEANING SHALL BE TO THE 5. ACCEPTABLE MANUFACTURERS: BARE METAL. WIRE BRUSH AREA IF NEEDED TO REMOVE RUST SCALE PAINT, DIRT, ETC. TO EXPOSE BARE METAL. a. SAME MAKE AS FOR 600 VOLT CONDUCTORS. 4. EXOTHERMIC CONNECTIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE B. GROUND RODS: MANUFACTURER'S RECOMMENDATIONS AND TESTED WITH HEAVY BLOW OF A FIVE POUND SLEDGE. K 1. PROVIDE SOLID COPPER OR COPPER CLAD STEEL CYLINDRICAL RODS, 3/4 IN. MINIMUM DIAMETER AND MINIMUM 10 FT. LONG WITH POINTED END. PROVIDE E. FLEXIBLE STRAP: UNITS SUITABLE FOR EXTENSION CONNECTION WHEN GROUND RODS LONGER THAN 10 FT. ARE INDICATED. 1. FLEXIBLE STRAPS SHALL BE USED WHEN BONDING VIBRATING/MOVEABLE EQUIPMENT, WITH EXPANSION FITTINGS AND WHERE RECOMMENDED BY THE 2. ACCEPTABLE MANUFACTURERS: MANUFACTURER. a. COPPERWELD 2. SUFFICIENT SLACK SHALL BE PROVIDED TO COMPENSATE FOR THE b. ERICO ANTICIPATED VIBRATION, MOVEMENT AND EXPANSION. C. BURNDY d. APPROVED EQUAL. F. GROUND GRID: E C. CONNECTORS, CLAMPS AND TERMINALS: 1. PROVIDE A GROUND ELECTRODE GRID CONSISTING OF A MINIMUM OF THREE (3) 10 FT. GROUND RODS ARRANGED IN A DELTA CONFIGURATION WITH A 1. MECHANICAL CONNECTORS AND CLAMPS SHALL BE MADE OF COPPER ALLOY MINIMUM SPACING OF 20 FT. APART AND CONNECTED TOGETHER. OR SILICON BRONZE. SOLDERLESS COMPRESSION TERMINALS SHALL BE COPPER, LONG -BARREL, NEMA TWO BOLT. BOLTS AND WASHERS (BELLEVILLE) 2. CONNECTING CONDUCTORS SHALL BE BARE #4/0 AWG MINIMUM, BURIED A SHALL BE OF COMPARABLE MATERIAL OR STAINLESS STEEL. MINIMUM OF 24 IN. BELOW GRADE. a. ACCEPTABLE MANUFACTURERS: 3. CONNECT THE GROUND GRID TO THE BUILDING ELECTRIC SERVICE AND TO THE MAIN GROUND BAR. 1) BURNDY 2) HUBBELL ANDERSON CORP. G. SECONDARY ELECTRICAL SYSTEMS: D 3) THOMAS & BETTS 4) APPROVED EQUAL 1. THE NEUTRAL (GROUNDED) CONDUCTOR OF EACH LOW VOLTAGE, SINGLE AND/OR POLYPHASE SYSTEM OR DISTRIBUTION SYSTEM, EXCEPT SPECIAL 2. EXOTHERMIC WELDS: ISOLATED DOUBLE INSULATED SYSTEMS, SHALL BE SOLIDLY CONNECTED TO GROUND AT THE TRANSFORMER NEUTRAL BUSHING, OR AT THE MAIN a. PROVIDE EXOTHERMIC WELDS DESIGNED FOR SIZE AND TYPE OF SECONDARY SWITCHGEAR TO THE SYSTEM GROUND, AND SHALL BE SIZED INTENDED CABLE, RODS, STRUCTURE, ETC. SOLDER PROHIBITED FOR FOR CURRENT CARRYING CAPACITY, NOT TO BE LESS THAN AS REQUIRED BY CONNECTIONS, EXCEPT FOR MEDIUM AND HIGH VOLTAGE CABLE THE NEC. GROUND CONNECTION SHALL BE TO THE BUILDING GROUNDING METALLIC TAPE SHIELDS (UTILIZE MECHANICAL AND SOLDER). SYSTEM, BUILDING STEEL, BUILDING WATER SERVICE, BUILDING CONCRETE REINFORCEMENT AND AS INDICATED. b. ACCEPTABLE MANUFACTURERS: 2. PROVIDE EQUIPMENT GROUNDING CONDUCTOR, GREEN COLORED G 1) ERICO "CADWELD" "THERMOWELD" INSULATION, WITH PHASE CONDUCTORS, TO PRIMARY SIDE OF ALL 2) BURNDY TRANSFORMERS RATED 600 VOLTS OR LESS CIRCUITED TO THE ENCLOSURE 3) APPROVED EQUAL AND SECONDARY NEUTRAL BUSHING, TO ALL ELECTRICAL UTILIZATION AND DISTRIBUTION EQUIPMENT; INSULATION SHALL BE SAME TYPE AS PHASE 3. PIPE CLAMP: CONDUCTORS. TRANSFORMER ENCLOSURES SHALL BE BONDED TO THE a. PIPE CLAMP FOR BONDING TO PIPE TYPE ELECTRODE (WATER PIPE, PRIMARY AND SECONDARY CIRCUIT GROUNDING CONDUCTOR. ETC.) SHALL BE A SUITABLY SIZED COPPER ALLOY CLAMP. 3. EQUIPMENT GROUNDING CONDUCTORS SHALL EXTEND FROM THE POINT OF b. ACCEPTABLE MANUFACTURERS: TERMINATION BACK TO THE GROUND BUS OF THE SOURCE PANELBOARD, SWITCHBOARD, TRANSFORMER, OR SWITCHGEAR. 1) BURNDY GAR-BU H. EQUIPMENT GROUNDING: B 2) O-Z GEDNEY TYPE CG 3) BURNDY "DURIUM" I. GROUNDING AND BONDING FOR PIPING: 4) AFL GLOBAL "EVERDUR" 5) APPROVED EQUAL 1. METAL WATER SERVICE PIPE: INSTALL INSULATED COPPER GROUNDING CONDUCTORS IN CONDUIT FROM BUILDING'S MAIN SERVICE EQUIPMENT OR 4. FLEXIBLE STRAP: GROUNDING BUS TO MAIN METAL WATER SERVICE ENTRANCES TO BUILDING. a. FLEXIBLE GROUNDING STRAPS SHALL BE OF BRAIDED HIGH CONNECT GROUNDING CONDUCTORS TO MAIN METAL WATER SERVICE PIPES CONDUCTIVITY COPPER WITH TWO HOLE CONNECTOR. STRAP SHALL USING A BOLTED CLAMP CONNECTOR OR BY BOLTING A LUG -TYPE HAVE EQUAL TO OR GREATER THAN AAPACITY OF THE SYSTEM IT IS CONNECTOR TO A PIPE FLANGE USING ONE OF THE LUG BOLTS OF THE BONDING TO. STRAP SHALL PROVIDE FLEXIBILITY IN ALL DIRECTIONS FLANGE. WHERE A DIELECTRIC MAIN WATER FITTING IS INSTALLED, CONNECT GROUNDING CONDUCTOR ON STREET SIDE OF FITTING. BOND METAL WHEN INSTALLED PROPERLY. GROUNDING CONDUCTOR OR SLEEVE TO CONDUCTOR AT EACH END. A b. ACCEPTABLE MANUFACTURERS: 2. WATER METER PIPING: USE BRAIDED -TYPE BONDING JUMPERS TO 1) BURNDY ELECTRICALLY BYPASS WATER METERS. CONNECT TO PIPE WITH A BOLTED 2) OZ GEDNEY CONNECTOR. 3) APPROVED EQUAL 1 I 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 1 4 15 IF K � F'11 C' f 11 01 B' T I I 0 HUE I -DI � 0 I-DIS I'M AN N � N G 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK PUMP HOUSE 512 MAIN STREET IIWEST YARMOUTH, MA 02673 E IL I K W G F Stamp I SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 E I Drawn Project Manager P.I.C. CJE EA SZE SHEET TITLE ELECTRICAL SPECIFICATIONS SHEET NUMBER E005 2021 DEMBLING + DEMBLING ARCHITECTS, P.0 D C B IA M L HI 2 3 4 -5 6 7 8 9 10 11 12 13 14 15 GENERAL NOTES: 1. ALL STARTERS/DRIVES SHALL BE FURNISHED BY OTHERS & INSTALLED BY THE E.C. 8. "NF" INDICATES NON -FUSED. 2. UNLESS NOTED OTHERWISE, SAFETY SWITCHES SHALL BE FURNISHED & INSTALLED BY THE E.C. 9. "IU" INDICATES INTEGRAL WITH UNIT. 3. COORDINATE LOCATION AND MOUNTING OF ALL STARTERS/DRIVES WITH THE M.C. 10. "RE" INDICATES REMOTELY LOCATED; REFER TO PLAN VIEW. ELECTRIC EQUIPMENTAND CONTROL SCHEDULE 4. PROVIDE OVERLOADS, SIZE AS REQUIRED, BY THE DIVISION 23 CONTRACTOR: 5. ALL DEVICES SHALL BE SURFACE MOUNTED UNLESS OTHERWISE NOTED. 6. ITEM NUMBER INDICATES EQUIPMENT NUMBER 7. "AU" INDICATES CONTROL DEVICES IS LOCATED AT THE UNIT. EQUIPMENT POWER SOURCE, PROTECTION & WIRING NEMA DEVICE,TYPE AND CONTROLS m� W W Q > d OZ z0 z O W �-- = f- W Z W W v O O F= SAFETY SWITCH w W 3:o F- v U MCA or CIRCUIT POWER WIRING FROM PANEL TO POWER WIRING FROM CONTROL ¢ O W H w z w a z cn o w c~n Y F- z z o m 2 � w REF. NOTES ITEM NAME ROOM LOCATION HP KW PHASE SYSTEM SYSTEM PANEL or CONTROL BREAKER CONTROL UNIT UNIT TO EQUIPMENT cn w -J v O 4 g (9 U) w p cn v a- (� ID VOLTS AMPS CENTER or 0 0 ~_ W o FOR FUSE in Q z m Z H p < 2 Q ° 0 F z VO O U) O w z z zQ O z o2 W W z g m zW 13f a: a U O _ Q Q SWITCH FUSE SIZE LOC.NEMA z Q v 0 w w AMPS ENC. a Ix FT IY PHASE PHASE GROUND CONDUIT PHASE GROUND CONDUIT 3 480 400 WP-H1 500A/3P 3SETS(2)3/0 (1)#3 4" - - - FLOWRIDER CONTROL PANEL PUMP BLDG ELEC RM 1 120 20 WP-L1 25A/1 P (2)#12 (1)#12 3/4" - - - ACTIVITY RECIRCULATION PUMP PUMP BLDG 15 3 480 WP-H1 30A/3P (3)#10 (1)#10 3/4" - - - 2 4X X RE ACTIVITY FEATURE PUMP PUMP BLDG 5 3 480 WP-H1 20A/3P (3)#12 (1)#12 3/4" - - - 0 4X X RE ACTIVITY CHEMICAL CONTROLLER PUMP BLDG 1 120 15 WP-L1 20A/1P (2)#12 (1)#12 3/4" - - - ACTIVITY UV DISINFECTION PUMP BLDG 1 208 30 WP-L1 40A/2P (2)#8 (1)#10 3/4" - - - ACTIVITY AUTOFILL PUMP BLDG 1 120 2 WP-L1 15A/1P (2)#12 (1)#12 3/4" - - - ACTIVITY FLOWMETER PUMP BLDG 120 2 WP-L1 15A/1 P (2)#12 (1)#12 3/4" - - - SWIM BAR RECIRCULATION PUMP PUMP BLDG 15 3 480 WP-H1 30A/3P (3)#10 (1)#10 3/4" - - - 2 4X X RE SWIM BAR CHEMICAL CONTROLLER PUMP BLDG 1 120 1 15 WP-L1 20A/1P (2)#12 (1)#12 3/4" - - - SWIM BAR AUTOFILL PUMP BLDG 1 120 2 WP-L1 15A/1 P (2)#12 (1)#12 3/4" - - - SWIM BAR FLOWMETER PUMP BLDG 120 2 WP-L1 15A/1P (2)#12 (1)#12 3/4" - - - FLOWRIDER RECIRCULATION PUMP PUMP BLDG 5 3 480 WP-H1 20A/3P (3)#12 (1)#12 3/4" - - - 0 4X FLOWRIDER AIR COMPRESSOR PUMP BLDG 2 1 120 WP-L1 20A/1 P (2)#12 (1)#12 3/4" - - - X RE FLOWRIDER CHEMICAL CONTROLLER PUMP BLDG 1 120 15 WP-L1 20A/1P (2)#12 (1)#12 3/4" - - - FLOWRIDER AUTOFILL PUMP BLDG 1 120 2 WP-L1 20A/1 P (2)#12 (1)#12 3/4" - - - SP-01 SUMP PUMP PUMP BLDG 3 3 480 WP-H1 15A/3P (2)#12 (1)#12 3/4" - - - SUMP PUMP ALARM PUMP BLDG 3 480 6.3 WP-H1 15A/3P (3)#12 (1)#12 3/4" - - - X AU 20 NF 4X ETH-01 ELECTRIC TANKLESS WATER HEATER PUMP BLDG 3 480 151 WP-H1 200A/3P (3)3/0 (1)#6 2" -_ - - X 200 NF 4X FLOWRIDER WATER MAKEUP ENCLOSURE PUMP BLDG 20 WP-L1 25A/1P (2)#12 (1)#12 3/4" - - - PEF-103 EXHAUST FAN PUMP BLDG 1.5 3 208 WP-L1 15A/3P (3)#12 (1)#12 3/4" - - - X X ILI PMS-102 MINI -SPLIT (INTERIOR) PUMP BLDG ELEC RM 1 120 15 WP-L1 20A/1P (2)#12 (1)#12 3/4" - - - X 20 NF AU 4X 1 PCU-102 MINI -SPLIT (OUTDOOR) EXTERIOR - - - - - PMS-102 - - - - (2)#12 (1)#12 3/4" X 20 NF AU 4X G REFERENCE NOTES: 1. INDOOR UNIT IS POWERED FROM OUTDOOR UNIT. PROVIDE CONDUIT AND WIRING BETWEEN INDOOR AND OUTDOOR UNIT. 2. 3. F E D C B AI PANELBOARD DIRECTORY *INDICATED FUTURE M/E PROJECT: Cape Cod Inflatable Park PANEL NAME: PSM-H1 TYPE: BRANCH PROJECT NO.: 213229.00 MOUNTING: SURFACE FACILITY: Pump Building VOLTAGE: 480 PHASE: 3 OCP TYPE: MCB LOCATION: Pump Builing Elec rm AIC: 22 WIRE: 4 BUS RATING: 1600 SOURCE: MAIN MCB RATING: 1600 DESCRIPTION CKT NO TRIP LTG. VA RECEPT. VA MOTOR VA A/C VA HTG. VA KIT VA KIT VA HTG. VA A/C VA MOTOR VA RECEPT. VA LTG. VA TRIP CKT NO DESCRIPTION FLOWRIDER CTL PNL 1a 500A/3P 110800 5810 30A/3P 2a ACTIVITY RECIRC PUMP 3b 110800 5810 4b 5c 110800 5810 6c FLORWRDDER FAN MOTOR 7a 225A/3P 45926 2102 30A/3P 8a ACTIVITY FEATURE PUMP 9b 45926 2102 10b 11c 45926 2102 12c SWIM BAR RECIRC PUMP 13a 30A/3P 5810 2102 20A/3P 14a FLOWRIDER RECIRC PUMP 15b 5810 2102 16b 17c 5810 2102 18c SUMP PUMP ALARM PANEL 19a 15A/3P 1743 7470 35A/3P 20a *SLIDE FILTER PUMP 21b 1743 7470 22b 23c 1743 7470 24c SUMP PUMP 25a 15A/3P 1330 9406 45A/3P 26a SLIDE A P1 START 27b 1330 9406 28b 29c 1330 9406 30c ETH-01 31a 20OA13P 41827 3873 20A/3P 32a *SLIDE B P1 START 33b 41827 3873 34b 35c 41827 3873 36c TRANSFORMER 37a 70A/3P 1080 3480 9384 1800 0 1152 17983 90A/3P 38a *SLIDE B P2 39b 350 4080 8712 0 0 1140 17983 40b 41c 820 6960 5592 0 0 372 17983 42c *SLIDE C C1 43a XXA/XP 17983 90A/3P 44a *SLIDE B P3 45b 17983 46b 47c 17983 48c *SLIDE C P1 49a 35A/3P 7470 17983 90A/3P 50a *SLIDE B P4 51 b 7470 17983 52b 53c 7470 17983 54c *SLIDE D P1 55a 45A/3P 9406 11066 50A13P 56a *SLIDE E P1 57b 9406 11066 58b 59c 9406 11066 60c SPARE 61 a 20A/1 P 20A/1 P 62a SPARE SPARE 63b 20A/1 P 20A/1 P 64b SPARE SPARE 65c 20A/1 P 66c SPACE SPARE 67a 20A/1 P 68a SPACE SPACE 69b 70b SPACE SPACE 71 c 72c SPACE SPACE 73a 74a SPACE SPACE 75b 76b SPACE SPACE 77c 78c SPACE SPACE I 79a 80a SPACE PANELBOARD DIRECTORY *INDICATES FUTURE M/E PROJECT: Cape Cod Inflatable Park PANEL NAME: PSM-L1 TYPE: BRANCH PROJECT NO.: 213229.00 MOUNTING: SURFACE FACILITY: Pump Building VOLTAGE: 208 PHASE: 3 OCP TYPE: MCB LOCATION: Pump Builing Elec rm AIC: 22 WIRE: 4 BUS RATING: 225 SOURCE: PSM-H1 VIA TRANSFORMER T MCB RATING: 225 DESCRIPTION CKT NO TRIP LTG. VA RECEPT. VA MOTOR VA A/C VA HTG. VA KIT VA KIT VA HTG. VA A/C VA MOTOR VA RECEPT. VA LTG. VA TRIP CKT NO DESCRIPTION PEF-103 la 15A/3P 792 2400 25A/1 P 2a *SLIDE FILTER CTL PNL 3b 792 2400 25A/1P 4b *SLIDE CHEM CTL 5c 792 2400 25A/1 P 6c *SLIDE WATER MAKEUP PMS-102 7a 20A/1 P 1800 1632 20A/1 P 8a FLOWRIDER AIR COMP LIGHTING 9b 20A/1P 350 1800 20A/1P 10b FLOWRIDER CHEM CTL EXIT SIGN 11 c 20A/1 P 100 240 20A/1 P 12c FLOWRIDER AUTOFILL RECP 13a 20A/1 P 1080 2400 25A/1 P 14a FLOWRIDER MAKEUP ENCSR SPARE 15b 20A/1P 16b SPACE SPARE 17c 20A/1 P 2400 25A/1 P 18c FLOWRIDER CTL PNL SPARE 19a 20A/1 P 1800 20A/1 P 20a ACTIVITY CHEM CONTROLLER SPARE 21b 20A/1P 3120 40A/2P 22b ACTIVITY UV DISINFECTION SPARE 23c 20A/1 P 3120 24c SPACE 25a 240 15A/1 P 26a ACTIVITY AUTOFILL SPACE 27b 240 15A/1 P 28b ACTIVITY FLOW METER SPACE 29c 20A/1 P 30c SPARE SPACE 31 a 20A/1 P 32a SPARE SPACE 33b 20A/1 P 34b SPARE SPACE 35c 20A/1 P 36c SPARE SBKP 37a 100A/3P 0 1440 2160 0 0 1152 1 1 38a SPACE 39b 0 720 3720 0 0 1140 40b SPACE 41c 720 1440 2160 0 0 372 42c SPACE N HITECTStP.C. IA'ORC M Fp_Q(7;�R_flffFCUUFD1E ■ �HUEFD_I�DFMS FKA H H � H 0" L 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK PUMP HOUSE 512 MAIN STREET WEST YARMOUTH, MA 02673 K J ENGSNEERING Mechanic®UElectricol EnginetringConsultants caps l�I P' t ic, I Rcch"tar 1 80-1,io 1 9yracus^ 4..7�TATE ST(.[FT RUITc. 410 wrsznvs 5a..3.. 2M Chf.NE TADY N 723+J5 - xne�ei 3i-pe ''y enra CHATELLF 0. -ELECT�iIGAL No, 465R9 I f 7 b H DDA 40JECT #21-008 G Stamp F SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 E D C Drawn CJE Project Manager EAE P.I.C. SZE SHEET TITLE SCHEDULES B SHEET NUMBER E701 A 1 1 2 3 1 4 5 6 1 7 8 9 10 12 1 13 1 14 1 15 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. CAPE COD INFLATABLE PAR I( FtESTFtIDOPA BUILDING 518 MAIN STREET CONSTRUCTION DOCUMENTS WEST YARMOUTH MA 02673 03/01/2022 DDAPROJECT# 21-008 PROJECT TEAM ARCHITECT: HVAC/PLUMBING/FIRE PROTECTION/ELECTRICAL ENGINEERING: STRUCTURAL: ���Vuow�4o�uG^�m��umc� ri ENGiNEERiNG 30i7 Nbanyq Now Yok 12206 USA u�to < Mechanical/Electrical Engineering Consultants ick ARCHITECTS , P.C. Tol 59 8AM8066 P1, 51 8AM861 0 Capital District Rochester I Buffalo I SyracuseCIVIL ENGINEERING * SURVEYING - 433 STATE STREET, SUITE 610 518.533.21 ]I TRANSPORTATION , rvnxa.r..•i . o _... SCHENECTAOY, NY 12305 _ www.meengineering.com 5 12 13 14 15 1 2 3 1 4 ABBREVIATIONS ABBREVIATION DESCRIPTION N ACT SUSPENDED ACOUSTICAL CEILING TILE ADA AMERICANS WITH 015ABILITIE5 AGT / IGG A111.1 ADD ADDENDUM AD-1 ADJACENT AFF / A.F.F. ABOVE FINISHED FLOOR AHJ AUTHORITY HAVING JUR15OLTION ALT ALTERNATE ALUM ALUMINUM ANOD / AN ANODIZED FIN15H APPROX APPROXIMATE M ARCH ARCHITECT / ARCHITECTURAL ASSOC A550GIATED 5/5 BOTTOM OF STEEL BAL BALANCE (REMAINDER) BLDG BUILDING BLKG BLOCKING BM / BM5 BEAM / BEAM5 BOT / B/O / B/ BOTTOM / BOTTOM OF BRO / BD BOARD BR6 BEARING L 55MT BASEMENT CENTER LINE GAB CABINET GJ CONTROL JOINT / CONSTRUCTION JOINT GL / 61-05 CLOSET GLR CLEAR CLG CEILING GMU CONCRETE MASONRY UNIT GOL COLUMN GONG CONCRETE GONT CONTINUOUS GONTR CONTRACTOR CORR CORRIDOR GPT CARPET 65LR CONCRETE SEALER CT CERAMIG TILE GTB GERAMIG TILE BASE GTF CERAMIC, FLOOR TILE GTW GERAMIG HALL TILE GW GOLD WATER D DRYER / DEEP PET DETAIL PIA DIAMETER 015P DISPENSER DIV DIVISION DN DOWN OR OR OTL DETAIL DWG DRAWING D/A 015HAA5HER H EA EA EATD EXIT ACCESS TRAVEL DISTANCE EF5 EXTERIOR FIN15H SYSTEM (NO INSULATION) EHD ELECTRIC HAND DRYER EIF5 EXTERIOR INSULATED FIN15H SYSTEM EL / ELEV ELEVATION ELEG ELECTRIC / ELECTRICAL EMER EMERGENCY EQ EQUAL EQUIP / EQPM EQUIPMENT G EX15T / EX EXISTING EXP JT / EJ EXPAN51ON JOINT EXP EXP05EP EXT EXTERIOR FD FLOOR DRAIN FE FIRE EXTINGUISHER FEG FIRE EXTINGUISHER CABINET FF FIN15HED FACE / FIN15HEO FLOOR F6AB FIBERGLASS MAT FACED GYPSUM WALLBOARD FIN FIN15H / FIN15HED E FIXT FIXTURE FL / FLR FLOOR FNDN / FOUND / FND FOUNDATION FPFG FIREPROOFING FR FIRE RESISTANT FRP FIBERGLA55 REINFORCED PANEL FRT FIRE RETARDENT TREATED FRZR FREEZER F5E FOOD SERVICE EQUIPMENT FT FOOT / FEET FT6 FOOTING E FURN FURNI5H / FURNITURE FURR FURRED / FURRING 6 GROSS 6A GAUGE GAL GALLON GALV GALVANIZE / GALVANIZED 6G GENERAL GONTRAGT(OR) 6FIG GOVERNMENT FURN15HED / CONTRACTOR INSTALLED GL 6LA55 / GLAZING GNP GROUND 6RD GRADE 6WB GYPSUM WALLBOARD H/L HIGH/LOW HG / H/G HANDICAP HD HANDDRYER HOBP HARDBOARD HOR HEADER HDW HARDWARE C HDAD HARDWOOD HM HOLLOW METAL HORIZ HORIZONTAL HR HAND RAIL HR / HR5 HOUR /HOURS HT HEIGHT HTG HEATING HVAC HEATING/VENTILATIN6/AIR CONDITIONING HA HOT WATER ID IN51DE DIAMETER B 16 INSULATED GLASS / INSULATED GLAZING IMP INSULATED METAL PANEL INGL INCLUDING IN5UL INSULATION INV INVERT INTER I INT INTERIOR JAN JANITOR CLOSET JT JOINT LAY LAVATORY A LF LINEAR FEET LH LEFT HAND LHR LEFT HAND REVERSE LIN LINEN CLOSET ABBREVIATION LLH LLV L56 LVT M/F MACH MA5 MAX MDF MEGH MEP MET / MTL MFR MIN MIR MLO M.O. / MO MP MRGAB MTD N N/G NIG NOM NO (5) NT5 OA OG / GIG OGG O/H OPN6 OFF HD PART. P.F. Pi FL PLAM /FL PLMB6 PLY / PLYWD I PA PNL P/PT/PTO POL PR PT P.T. / PPT PTB PTD PTF PTA QT QTF QTB R RAP RB REF / REFRIS REQ'D RF RFB RH RHR RM R.O. / RO RP 5 5C 5D SF 56 5HT SIM 5L GONG 5P 50 55 55 / 5/5 5T 5TL / 5T 5TOR 5TRUGT 5U5P 5V T T86 T/M / T.O.M. T/5 TBB TBD TEL TEMP T6 THK THRU TYP UGR U6 UL UNO / U.N.O. UR UTIL V VB VGT VEN VERT VEST. VIF / V.I.F. VTR 6 78 9 10 DRAWING LIST GENERAL NOTES DESGRIPTION LONG LEG HORIZONTAL LONG LEG VERTICAL LAMINATED SAFETY GLASS LUXURY VINYL TILE MALE/FEMALE MACHINE MASONRY MAXIMUM MEDIUM DENSITY FIBERBOARD MECHANICAL MECHANICAL, ELECTRICAL, PLUMBING METAL MANUFACTURE / MANUFACTURER MINIMUM MIRROR MOULDING MA50NRY OPENING METAL PANEL M015TURE RESISTANT GYPSUM AI LLBOARD MOUNTED NET NONCOMBUSTIBLE NOT IN CONTRACT NOMINAL NUMBER(5) NOT TO SCALE OVERALL ON CENTER OCCUPANT/ OGGUPANT5 OVERHEAD OPENING OPPOSITE HAND PARTITION PREFINI5HED PANEL JOINTS PLATE / PLASTIC PLASTIC LAMINATE PLUMBING PLYWOOD PANEL PAINTED) POLISH / POL15HED PAIR POINT PRESSURE PRESERVATIVE TREATED PORCELAIN TILE BASE PAPER TOWEL DISPENSER PORCELAIN FLOOR TILE PORCELAIN HALL TILE QUARRY TILE QUARRY FLOOR TILE QUARRY TILE BASE RISER / RADIUS / RUBBER RAPIU5 RUBBER BASE REFRIGERATOR REQUIRED RESINOUS FLOORING INTEGRAL RESINOUS FLOOR BASE RIGHT HAND R16HT HAND REVERSE ROOM ROUGH OPENING RESIN PANEL SEALER 50LIP GORE 50AP DISPENSER SQUARE FEET SAFETY GLA55 SHEET SIMILAR SEALED CONCRETE SPANDREL GLASS SQUARE 50LID SURFACE 5TAINLE55 STEEL STAIN STEEL STORAGE STRUCTURAL/STRUCTURE SUSPENDED SHEET VINYL FLOORING TREAD / TOP TONGUE AND GROOVE TOP OF MA50NRY TOP OF STEEL TILE BACKER BOARD TO BE DETERMINED TELEPHONE TEMPERED / TEMPERATURE / TEMPORARY TEMPERED GLASS THICK THROUGH TYPICAL UNDERGOUNTER REFRIGERATOR UNDERGROUND UNDERARITERS LABORATORY UNLE55 NOTED OTHERAISE URINAL UTILITY VINYL / VENT VINYL BASE VINYL COMP051TION TILE VENDOR VERTICAL VESTIBULE VERIFY IN FIELD VENT THROUGH ROOF WIDE / AA5HER WITH WATER CL05ET WOOD AATERPROOF WATERPROOFING WATER RESISTANT DWG. I TITLE NO. COVER GENERAL 6001 ABBREVIATIONS, DRAWING LIST, AND GENERAL NOTES 6101 LIFE SAFETY PLAN 8 CODE SUMMARY 5TRUCTURAL 5101 FOUNDATION & FRAMING PLANS 5102 SECTION / DETAILS 5201 M15G DETAIL5/6EN NOTES ARCHITECTURAL A001 GENERAL NOTES, WALL TYPES, AND LEGEND A101 RESTROOM BUILDING FLOOR PLAN A102 TOILET ROOM PLANS, ELEVATIONS, AND 5GHEDULE5 A103 ROOF PLAN A201 EXTERIOR ELEVATIONS A202 BUILDING SECTIONS A401 REFLECTED CEILING PLAN, FLOOR FIN15H PLAN R FIN15H SCHEDULE A501 EXTERIOR WALL 5EGTION5 8 DETAILS A502 EXTERIOR WALL SECTIONS 8 DETAILS A601 DOOR DETAILS, INTERIOR DETAILS, FIN15H SCHEDULE HEATING. VENTILATION. AND AIR CONDITIONING M000 LEGENDS, ABBREVIATIONS B NOTES M001 5PEGIFIGATION5 M002 5PEGIFIGATION5 M003 SPECIFICATIONS M004 SPECIFICATIONS M005 SPECIFICATIONS M101 HVAG RE5TROOM BUILDING PLAN PLUMBING P000 NOTE5, 5GHEDULE5, LEGEND5 P001 SPECIFICATIONS P002 SPECIFICATIONS P003 5PE6IFIGATION5 P004 SPECIFICATIONS P101 PLUMBING SANITARY PLAN P102 PLUMBING AATER PLAN P301 SECTIONS P501 DETAILS ELECTRICAL E000 ELEGTRIGAL LEGENDS, ABBREVIATIONS # NOTES E001 ELEGTRIGAL SPECIFICATIONS E002 ELEGTRIGAL SPECIFICATIONS E003 ELEGTRIGAL SPECIFICATIONS E004 ELEGTRIGAL SPEGIFICA71ONS E005 ELEGTRIGAL SPECIFICATIONS E101 ELEGTRIGAL POWER PLAN E102 ELEGTRIGAL LIGHTING PLAN E601 ELECTRICAL DETAILS A7 VICINITY MAP NTS 1. THE ARCHITECT WILL NOT BE RESPONSIBLE FOR, AND WILL NOT HAVE CONTROL OVER, CONSTRUCTION MEANS, METHODS, TECHNIQUE5, 5EQUENGE5 OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, AND WILL NOT BE RESPONSIBLE FOR THE FAILURE OF THE OWNER OR THEIR CONTRACTORS, SUBCONTRACTORS, OR ANYONE PERFORMING ANY OF THE WORK, TO CARRY OUT THE WORK IN ACCORDANCE WITH THE APPROVED CONTRACT. 2. IF ADDITIONAL INFORMATION, CLARIFICATION, OR INTERPRETATION OF THE CONTRACT DOCUMENTS 15 REQUIRED, THE CONTRACTOR 15 TO SUBMIT A REQUEST FOR INFORMATION IN WRITING TO THE ARCHITECT AS A LEGIBLE AND DETAILED QUESTION, REFERENCING DRAWING NUMBER AND PLAN/DETAIL/NOTE, AND PROVIDING ADDITIONAL INFORMATION (FIELD MEASUREMENTS, PHOTOGRAPHS, ETC.) A5 REQUIRED. 3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND BINDING. THE INTENTION OF THE DRAWINGS 15 TO ADEQUATELY CONVEY ALL MATERIALS, EQUIPMENT, TOOL5, SKILL, AND LABOR REQUIRED TO PROPERLY EXECUTE WORK TO PRODUCE THE INTENDED RESULTS. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE COMPLETE CONTRACT DOCUMENT SET AND TO COORDINATE THE WORK TO MEET THE DESIGN INTENT. THE CONTRACT DOCUMENTS CONTEMPLATE A FIN15HED PIECE OF WORK OF SUCH CHARACTER AND QUALITY A5 15 REASONABLY INFERABLE FROM THEM. 4. IN THE CASE OF A CONFLICT BETWEEN ANY PART OR PARTS OF THE CONTRACT DOCUMENTS, OTHER THAN AN OM155ION OR FAILURE TO 5HOA DETAILS OR TO REPEAT NOTES FROM ONE PART OF THE CONTRACT DOCUMENTS TO ANOTHER APPLICABLE PART, PRECEDENCE SHALL BE IN THE FOLLOWING ORDER TO DETERMINE REQUIRED WORK: (1) ADDENDA, (2) AGREEMENT, (3) SPECIFICATIONS, PRANIN65: (4) 5GHEDULE5, (5) LARGE SCALE DETAILS (I.E. GREATER THAN A 3/4" SCALE), (6) LARGE SCALE PLANS AND SECTIONS (I.E. AT A SCALE EQUAL TO OR GREATER THAN THE SCALE FOR THE BASIC OVERALL FLOOR PLAN OR 51TE PLAN), (1) SMALLER SCALE DETAIL DRAWINGS (I.E. LESS THAN A 3/4" SCALE), (8) SMALL SCALE PLAN AND SECTION DRAAIN65 (AT A SCALE LESS THAN THE BASIC FLOOR PLAN OR 51TE PLAN), 5. IF THERE 15 A CONFLICT BETWEEN TWO OR MORE DRAWINGS, 5TANDARD5, OR REQUIREMENTS, FOLLOW THE M05T STRINGENT, UNLE55 OTHERWISE DIREGTED BY ARCHITECT. 6. THE DRAWINGS INDICATE A COMPLETE SCOPE OF WORK. DETAILS SHORN ARE TYPICAL. 51MILAR DETAILS APPLY TO SIMILAR CONDITIONS, U.N.O. 1. IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY 5HOAN ON THE PRAAIN65, THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS 51MILAR CONDITIONS THAT ARE 5HOWN OR NOTED. 5. CONTRACTOR 15 TO COORDINATE WORK BETWEEN TRADES. NOTIFY THE ARCHITECT IN WRITING IMMEDIATELY IF CONFLICT 15 DETERMINED, PRIOR TO START OF WORK. q. CONTRACTOR5 SHALL V151T 51TE AND COMPLETELY FAMILIARIZE THEMSELVES WITH EXISTING GONDITION5 PRIOR TO EXECUTION OF ANY CONSTRUCTION. CONTACT OWNER AND/OR ARCHITECT PRIOR TO EXECUTING ANY WORK IN QUESTION. 10. CONTRACTORS ARE TO EXECUTE ALL WORK IN ACCORDANCE WITH ALL GOVERNING CODES AND REGULATIONS. 11. CONTRACTORS SHALL BE RESPONSIBLE FOR THE INCLUSION OF ALL WORK NECESSARY FOR A COMPLETE INSTALLATION WHETHER OR NOT SUCH WORK 15 INDICATED IN THE CONTRACT DOCUMENTS. 12. CONTRACTOR 15 TO GOORDINATE CONSTRUCTION OPERATIONS TO ENSURE ORDERLY AND EFFICIENT INSTALLATION OF EACH PART OF THE WORK, AND SEQUENCE WORK TO OBTAIN BEST RESULTS WHERE INSTALLATION OF ONE MATERIAL OR SYSTEM 15 DEPENDENT ON INSTALLATION OF ANOTHER MATERIAL OR SYSTEM. INSTALLATION OF DIFFERENT GOMPONENT5 15 TO BE SEQUENCED FOR MAXIMUM PERFORMANCE AND FOR AGGE551BILITY FOR FUTURE MAINTENANCE. 13. IN AREAS WHERE THE PRANIN65 DO NOT ADDRESS METHODOLOGY, WORK SHALL BE PERFORMED IN 5TRIGT COMPLIANCE WITH MANUFACTURER'S 5PEGIFIGATION5 AND RECOMMENDATIONS. NOTIFY THE ARCHITECT IN WRITING OF ANY CONFLICT ARISING FROM MANUFACTURER'S REQUIREMENTS. 14. CONTRACTOR IS TO COMPLY WITH MANUFAGTURER5' WRITTEN INSTRUCTIONS AND REGOMMENDATION5 FOR INSTALLING PRODUGT5 IN APPLICATIONS INDICATED, MAINTAIN 51TE CONDITIONS THAT WILL ENSURE THE BEST P0551BLE RESULTS OF MATERIALS AND SYSTEMS, AND SEQUENCE DELIVERY AND ON51TE STORAGE OF MATERIALS TO MAINTAIN CLEAR SPACE FOR MOVEMENT OF MATERIALS AND EQUIPMENT WITHOUT DAMAGE TO MATERIALS AND CONSTRUCTION. 15. ALL DIMENSIONS ARE TO FIN15HED FACE OF EXISTING WALL5, TO FACE OF NEW STUDS, TO FACE OF MASONRY, TO FACE OF CONCRETE, OR TO FACE OF EXISTING FIN15HED SURFACES, U.N.O. THE CONTRACTOR SHALL VERIFY ALL DIMEN51ON5 AND REPORT ANY DISCREPANCIES TO THE ARCHITECT IN WRITING PRIOR TO COMMENCEMENT OF WORK. 16. THROUGHOUT CONSTRUCTION THE CONTRACTOR 15 TO CHECK ALL DIMEN51ON5 ON JOB AND FULLY VERIFY PRIOR TO EXECUTION. COMMENCEMENT OF WORK INDICATES ACCEPTANCE OF EXISTING GONDITION5. 11. PLUS/MINU5 W NOTATIONS ARE USED IN PIMEN51ON STRINGS OR ELEVATION 5YMBOL5 TO ACCOUNT FOR VARIATIONS IN PRANIN65 AND FIELD CONDITIONS. VERIFY ALL PLU5/MINU5 W DIMEN51ON5 PURIN6 WORK, AND NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCY OR NECESSARY MODIFIGATION5 PRIOR TO PROCEEDING WITH CONSTRUCTION. 18. PRIOR TO LAYING OUT WORK, CONTRACTOR 15 TO LOCATE BENCHMARKS AND CONTROL POINTS. VERIFY LAYOUT INFORMATION SHOWN ON DRAWINGS IN RELATION TO FIELD CONDITIONS AND BENCHMARKS, ENGINEERING SYSTEMS, AND MATERIALS AND NOTIFY THE ARCHITECT IMMEDIATELY WITH ANY DI56REPANCIE5 WITH EXISTING GONPITIONS OR CONFLICTS WITH WORK LAYOUT. 1q. PRIOR TO WORK, INVESTIGATE AND CONFIRM LOCATION OF UNDERGROUND OR OTHERN15E CONGEALED UTILITIES IN WORK AREA, UTILITIES INDICATED IN CONTRACT DOCUMENTS TO BE AFFECTED BY WORK, CONDITION OF EXISTING CONSTRUCTION IN PROJECT AREA FOR MEETING PERFORMANCE INFERRED BY DRAWING5, LOCATION OF EXISTING UTILITY SYSTEMS AND ROUGH-IN5 TO BE REUSED, ANP SUITABILITY OF MATERIALS FOR INSTALLATION OF NEA CONSTRUCTION. PROCEED WITH WORK ONLY AFTER UNSATISFACTORY GONPITION5 HAVE BEEN RESOLVED. PROCEEDING WITH WORK INOIGATE5 ACCEPTANCE OF SURFACES AND GONDITION5. 20. IF THE CONTRACTOR DETERMINES THAT A SUBSTITUTE 15 REQUIRED, OR WILL PRODUCE GREATER PERFORMANCE OR COST SAVINGS, THE CONTRACTOR 15 TO PROVIDE A REA50N FOR THE SUBSTITUTE, CONFIRMATION OF COORDINATION WITH ASSOCIATED MATERIALS AND/OR 5Y5TEM5 IN THE DESIGN, PRODUCT DATA UPON REQUEST, AND WAIVER OF RI6HT5 TO ADDITIONAL PAYMENT OR TIME IF PROP05ED SUBSTITUTE FAIL5 TO PRODUCE INDICATED RESULTS. 21. CONTRACTOR 15 TO MAKE JOINTS OF UNIFORM WIDTH. WHERE JOINTS IN EXFO5ED WORK ARE NOT INDICATED, ARRANGE JOINTS TO BEST VISUAL AFFECT. WHERE EDGE OF A MATERIAL ABUTS 01551MILAR MATERIAL, EDGE 15 TO BE EVEN AND LEVEL OR PLUMB. FIN15H EDGE FOR SMOOTH CONTINUOUS APPEARANCE. 22. PROVIDE SEALANT AT ALL JOINTS BETWEEN 01551MILAR MATERIALS, U.N.D. 23. CONTRACTOR 15 TO HAVE MATERIALS AND EQUIPMENT DELIVERED TO SITE, HANPLEP, AND STORED IN A MANNER TO PREVENT DAMAGE, DETERIORATION, AND L055 BY THEFT OR VANDALISM. MATERIALS AND EQUIPMENT ARE TO BE STORED PER MANUFAGTURER5' WRITTEN INSTRUCTIONS. 24. DELIVERY 15 TO BE SCHEDULED TO MINIMIZE LONG-TERM STORAGE; OVERGROADIN6; AND HOLDING TIME FOR COMBUSTIBLE, FLAMMABLE, OR EA51LY DAMAGEP MATERIALS. PRODUGT5 ARE TO BE INSPECTED UPON DELIVERY TO CONFIRM TYPE, COUNT, AND CONDITION PRIOR TO ACCEPTANCE. PRODUGT5 ARE TO BE STORED IN MANUFACTURER'S CONTAINER OR PACKAGING SYSTEM WITH INSTRUCTIONS FOR HANDLING, STORING, UNPACKING, PROTECTING, AND INSTALLING. CLEARLY LABEL FOR EASY IDENTIFICATION. 25. PROVIDE PRODUCTS COMPLETE WITH A(GE55ORIE5, TRIM, FINISH, FASTENERS, AND OTHER ITEMS NEEDED FOR COMPLETE INSTALLATION TO MEETING PE516N INTENT. 26. A SEPARATE CONTRACTOR WILL BE RESPONSIBLE FOR FOOD SERVICE EQUIPMENT <NAME OTHER CONTRACT>. THE CONTRACTOR AND SUBCONTRACTORS FOR WORK INCLUDED IN THE CONTRACT DOCUMENT5 HEREIN ARE TO FULLY COOPERATE WITH THE SEPARATE CONTRACTORS 50 WORK ON EACH CONTRACT GAN BE CARRIED OUT SMOOTHLY. I i i ARCH ITECTS,P.C. amp HUFCUURE �HUEFD-1�05 8 p�a��GG 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 CAPE COD INFLATABLE PARK RESTROOM BUILDING 512 MAIN STREET WEST YARMOUTH, MA 02673 DDA PROJECT #21-008 No., 0 Y s _ t�.Y. P Stamp g1�OFN�p`C'� SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn JZ/AF Project Manager RMR P.I.C. DWD SHEET TITLE ABBREVIATIONS, DRAWING LIST, AND GENERAL NOTES SHEET NUMBER G001 N M L K J H C E E D C E A 2 3 1 4 5 1 6 1 7 1 8 1 9 1 10 1 11 12 13 14 1 15 © 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. I M L K J H C E E D C B A 1 2 3 4 5 6 7 Al LIFE SAFETY PLAN 1/4" = 1'-01 1 1 1 2 3 8 9 10 12 13 14 1 15 SUMMARY of CODE REQUIREMENTS APPLICABLE GODES: • 2015 INTERNATIONAL BUILDING CODE (IBG) • 2015 INTERNATIONAL EXISTING BUILDING GODE (IEBC) • 2015 INTERNATIONAL FIRE GORE (IF( ) • 2015 INTERNATIONAL MECHANICAL GORE (IMC) • 180 GMR NINTH EDITION - MA55AGHU5ETT5 AMENDMENTS TO THE IBC-2015 • GMR 521 - ARGHITEGTURAL AGGE55 BOARD • 521 GMR 12 - MA55ACHU5ETTS AMENDMENTS TO THE 2020 NATIONAL ELECTRIC CODE (NEC) • 548 GMR - MA55AGHU5ETT5 FUEL GAS AND PLUMBING CODE OCGUPANT TYPE: GROUP - B USE (AREA OF WORK): RESTROOM, GHANGING ROOM 8 JANITOR'S GL05ET BUILDING HEIGHTS, STORIES, AND AREAS (IBG TABLES: 504.3, 504.4, 506.2) ALLOWABLE HEIGHT / STORIES FOR GROUP-B: 40', 2 STORY ABOVE GRADE PLANE ACTUAL HEIGHT / STORIES: 15, 1 STORY ABOVE GRADE PLANE ALLOWABLE AREA FOR GROUP-B: 1000 5F ACTUAL AREA: 104 5F TYPE OF CONSTRUGTION (IBG 601): BUILDING CONSTRUGTION: TYPE VB. INTERIOR BUILDING ELEMENTS ARE GOMBUSTIBLE. EXTERIOR AALLS ARE WOOD GONSTRUGTION.. BUILDING 15 UNSPRINKLERED THROUGHOUT. OGGUPANT LOAD (IBG TABLE 1004.1.2) AREA AREA PER OGGUPANT ROOM/AREA FUNGTION OF SPACE (5F) OGGUPANT COUNT WOMEN'S ROOM A55EMBLY 12 5 NET 15 TOILET --- --- 8 MEWS ROOM A55EMBLY 10 5 NET 18 TOILET/URINAL - --- i GHANGING ROOM A55EMBLY 41 15 NET 4 CHANGING ROOM A55EMBLY 4q 15 NET 4 GHANGING ROOM A55EMBLY 4q 15 NET 4 GHANGING ROOM A55EMBLY 4q 15 NET 4 JANITOR'S GL05ET STORAGE 44 300 GR055 1 TOTAL: 402 5F 65 MEANS OF EGRE55: NUMBER OF REQUIRED EXITS: 1 PER SPAGE (IBG 1006.2.1 4 TABLES 1006.2.1 8 1006.3.1) • EXIT AGGE55 TRAVEL 015TANGE: 200FT (IBG TABLE 1011.2) - GOMPLIES PLAN NORTH LIFE SAFETY PLAN SYMBOL LEGEND A55EMBLY 0'-0" EATO MAXIMUM EXIT AGGE55 F777 (CONGENTRATED) • TRAVEL 015TANGE A55EMBLY , EXIT AGGE55 (UNCONCENTRATED) Room name ROOM NAME 150 SF AREA (5F) ! 0 ARCH ITECTS,P.C. FD-)(r-�)n flUEC7UFD-1 E �HUEFQ � 0 I -DI 8 PL A H H � H 0"' 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 CAPE COD INFLATABLE PARK RESTROOM BUILDING 512 MAIN STREET WEST YARMOUTH, MA 02673 DDA PROJECT #21-008 ®No. Y -N.Y. �J OR &AD`'�� Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn JZ/AF Project Manager RMR P.I.C. DWD SHEET TITLE LIFE SAFETY PLAN & CODE SUMMARY SHEET NUMBER G101 N M L K J H G E E C C B A 4 1 5 1 6 1 7 8 9 10 1 1 12 13 14 15 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. 3 5 0 7 ON D 12 13 14 15 a M 0 K I W C 14 DI C I: I A i MAIN ROOF — 4 ON 12 PITCH 2 5-102 PRE-ENGINEERED i S-lo2 HOOD ® 24" O.G. ROOF TRU55E5 II II II II II II II I II II II I II II II II II II II I II II II I II II II II I I I I I I I II II II II II II II II II II II II II II II II II II II II I I I I I I I I I I I I (3) LC /4RIDGE I I I I I ROOF E06E ® DORMER i EA II II II II II it II II II II — — I I I I I — — — — — — — -- II II II II — I-- -- — II II it II — — — — — — — -- — — I —I II II II II TOP OF HOOD PLATE ELEV. 106'-2" LINE OF HALL I I I I I I I I I I 1 S-lo ROOF TRU65E5 ® 24" O.G. 2/12 PITCH 6" x 6" HOOD GOLUMN (3) 2 x 10 BEAM II II II II II II Tr- 2x6 HEADER UVER, TYPICAL CH 51DE 2 5EE ARCH. DRAHIN65 FOR 50FFIT/E06E DETAILS 5-102 RESTROOM - ROOF FRAM I N& SGALF: 1/4" = I'-O" 4 x 4 HOOD P05T H/ 51MPSON POST BASE GB 44 OR EQ. (6 REQ'D) br_34" 4" GONG. SLAB — 10'-10i" 8" GONG. HALL COL. 2 5-102 35'-94° 13'-4" q COL. 13'-Ili" 12'-5" I -------------� — — — — — — — — — — — — 6 x b HOOD P05T CHANGING ROOMS (TYPICAL UNLE55 NOTED OTHERWISE) 6 x 6 PT HOOD COLUMN, 5EE ARCH. DRAWIN65 FOR ADDITIONAL DETAILS 2 5-102 2 fiZE5-MOOM - FOUNDATION FLAN SGALF: 1/4" = 1'-0" 1 ARCH ITECTS,P.C. ARCS H � U E � U U SCE ■ 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 CAPE COD INFLATABLE PARK RESTROOM 512 MAIN STREET WEST YARMOUTH, MA 02673 CIVIL ENGINEERING , SURVEYING TRANSPORTATION .ENVIRONMENTAL 1150 Pawtucket Avenue Rumford, RI 02916 &'Uliock (401)434-8880 LTD, www.cwltd.net DDA PROJECT # ti H rjr . ® Al I AN t S H EA clv 5 V Stamp SYMB ISSUED FOR BY DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn Project Manager P.I.C. SHEET TITLE FOUNDATION & FRAMING PLANS RESTROOM SHEET NUMBER S-1 01 l M L K I G F U C 0 1 1 2 1 3 i 5 1 6 1 7 1 g 1 g 1 10 I 11 I 12 1 13 1 14 1 15 ® 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. M L J I: E E 0 C C 1 1 2 40 DIA. i 3 4 1 5 VARIES GORNER INTER5EGTION DOWELS TO BE SAME SIZE 8 SPAGIN6 AS HORIZ. REINF. bxb-WI.4xWl .4 HIRE FABRIC CONCRETE SLY GRADE (AS Oc T`I'P I GAL MALL DETAIL SCALE: 1/2" = 1'-0" COORD. PAD DIMENSIONS WITH UNIT REQUIREMENTS PROVIDE ROUGH SURFACE OF CONCRETE SLAB BELOW 8 APPLY APPROVED EPDXY BONDING AGENT PRIOR TO PLAG I NG CONCRETE PAD COORDINATE ALL HOUSEKEEPING PAD REQUIREMENTS, INCLUDING QUANTITIES, SIZES, LOCATIONS, EMBEDDED ITEMS, ETC. WITH MEP AND ARCHITECTURAL DRAWINGS. TYP I CAL EQUIPMENT HOUSEKEEP I NC PAD DETAIL SCALE : NITS 6 1 7 1 8 1 9 VARIES (TYP) VARIES (3' MAX. VARIES UNLE55 OTHERWISE a Q o NOTED) •8 CONT. REINFORCING STEEL TO MATCH • BOTTOM REINFORCING VARIES `< (TYPICAL) • a .� r, CONT. REINFORCING 1211 CONT. T/4 DEEP 5AWCUT CONTROL JOINT eX x` x X IT L. CONCRETE SLAB THICKNESS VARIES NOTE: ALL SAWCUT JOINTS SHALL BE MADE WITHIN 4 HOURS OF CONCRETE PLACEMENT. FILL WITH JOINT SEALANT. TYP I CAL SLAB CONTROL JOINT DET I L SCALE: NITS NOTES: GENERAL I. ALL WORK SHALL CONFORM TO THE MASSAGHUSETTS STATE BUILDING CODE, ITS APPLICABLE REFERENCED STANDARDS, AND LOCAL CODES. 2. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AS THEY RELATE TO NEW CONSTRUCTION. REPORT TO THE ARCH TEGT/ENGINEER ALL OBSERVATIONS AND ANY 015GREPANGIES BEFORE PROCEEDING HITH ANY WORK. 3. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE FOR A SAFE AND EFFICIENT METHOD OF SHORING AND/OR BRACING THE EXISTING STRUCTURE DURING BOTH DEMOLITION AND NEW CONSTRUCTION PHASES. SUBMIT AN OUTLINE OF PROPOSED PROCEDURE TO THE ARCHITECT/ENGINEER BEFORE DEMOLITION OPERATIONS BEGIN. 4. SUBMIT COMPLETE SHOP DRAHIN65 AND SGHEDULE5 OF ALL STRUCTURAL ELEMENTS TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. 5. THE GENERAL GONTRACTOR SHALL BE RESPONSIBLE FOR GONTAGTINQ DIG -SAFE PRIOR TO 5TARTIN6 ANY WORK. 6. REMOVE ALL TOPSOIL, EXISTING FILLS, ORGANIC MATERIALS, AND FROST DISTURBED SOILS PRIOR TO PLACING NEH FOOTINGS -7. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY AREAS DISTURBED AS PART OF THE STRUCTURAL MODIFICATIONS. GONGRETE 1. ALL CONCRETE WORK SHALL CONFORM TO AGI 30 $ 301 REQUIREMENTS. THIS SHALL INCLUDE PROPORTIONING OF CONCRETE MIX, CONCRETE TESTING, PLACEMENT OF CONCRETE, AND GURINQ PROCEDURES. 2. ALL CONCRETE SHALL HAVE THE FOLLOWING 25-DAY GOMPRE551VE STRENGTH: GI. 4,000 PSI 3. CONCRETE REINFORCIN6 SHALL BE IN ACCORDANCE HITH A5TM A615, GRADE 60. INSTALLATION SHALL BE IN ACCORDANCE WITH AGI 315 AND 50. 4. MELDED HIRE FABRIG SHALL BE IN ACCORDANCE HITH A5TM A05. 5. PROVIDE THE FOLLOWING MINIMUM REINFORCING COVER: a. FOOTINGS ----------------------------- 31NGHES b. GONG. EXPOSED TO HEATHER OR EARTH ------- 2 INCHES C. SLABS ON GRADE (STEEL BARS) ------------- 2 INCHES d. SLABS ON GRADE (HHF)--- ------- SEE TYP. DETAILS 6. FOUNDATION5 HAVE BEEN A55UMED TO BEAR UPON VIRGIN 501L OR COMPACTED ENGINEERED FILL HAVING A MINIMUM BEARING CAPACITY OF 1.5 TON5/5.F. 7. ENGINEERED FILL UNDER BUILDING SHALL BE PLACED IN b" LAYERS AND COMPACTED TO q5% MAX. DRY DENSITY. b. ENGINEERED FILL UNDER SLABS AND FOOTINC75 SHALL CON515T OF GRANULAR SOIL FREE OF ORGANIC, MATTER AND CONFORMING TO THE FOLLOWIN6 LIMITATIONS ON GRADATION: a. MAXIMUM SIZE OF PARTICLES 3 INCHES 3 b. RETAINED ON " SIEVE 50% MAXIMUM 4 C. PASSING NO, 100 SIEVE 45% MAXIMUM d. PASSING NO. 200 SIEVE a% MAXIMUM q. PROVIDE CORNER BARS AT ALL HALL CORNERS 4 INTERSECTIONS MATGHIN6 HORIZONTAL REINFORCEMENT HITH 2-6" MINIMUM LAPS. 10. LAP ALL BARS 40 DIAMETERS MINIMUM. 11. COORDINATE LOCATION OF FOUNDATION HALL DEPRESSIONS AND OPENIN05 WITH ARCHITECTURAL DRAHIN65. 12. PROVIDE TOTAL AIR ENTRAINMENT OF 4% W FOR ALL CONCRETE EXP05ED TO HEATHER. T`I'P I CAL STEPPED FOOT I NC DETAIL SCALE : NT5 CONT. SAWCUT JOINT FILLED CONT. 2x4 KEY WITH JOINT SEALANT (SEE TYP. DETAIL) SLAB REINFORCEMENT (TYPICAL) I "DIA.x5'-O" LONG 5MOOTH DOWELS I'-O" O.G. NOTE: SUBMIT CONSTRUCTION JOINT LOCATIONS FOR APPROVAL TYP I CAL SLAB ON C RADE CONSTRUCTION JOINT DETA I L SCALE : NT5 13. MAXIMUM HATERXEMENT RATIO - HIG = 0.45. (USE SUPER PLASTICIZER AS REQUIRED FOR WORKABILITY.) 14. ALL SAW GUT JOINTS SHALL BE MADE WITHIN 4 HOURS OF CONCRETE PLACEMENT, FILL WITH JOINT SEALANT. (200 5F MAX) 15. BOTTOMS OF ALL EXTERIOR FOOTINGS SHALL BE 3'-6" MINIMUM BELOW FINISH GRADE. 16. FOOTING5 SHALL BE STEPPED AT A MAXIMUM SLOPE OF 3 HORIZONTAL TO I VERTICAL UNLESS NOTED OTHERWISE. 17. ALL FOUNDATION HALLS SHALL BE BACK FILLED AFTER 28 DAYS OF CONCRETE PLACEMENT. (THIS TIME MAY BE REDUCED IF THE HALL IS ADEQUATELY BRACED) DURING BACKFILL OPERATIONS OF ALL FOUNDATION HALL5, THE FILL ON EITHER SIDE OF THE HALL SHALL NOT EXCEED A 2'-0" DIFFERENTIAL, UNLESS THE HALL 15 DESIGNED FOR RETAINING ACTION. 15. ALL RETAINING WALLS SHALL BE BACK FILLED AFTER 2b DAYS OF CONCRETE PLACEMENT. ICI. PROVIDE MATCHING DOHEL5 INTO FOUNDATION HALL5 AT ALL VERTICAL REINFORCEMENT. STRUCTURAL LUMBER I. ALL WORK SHALL BE IN CONFORMANCE WITH THE AMERIGAN FOREST 4 PAPER ASSOC. STANDARDS AND SPECIFICATIONS, LATEST ADDITION. 2. ALL LUMBER USED IN A STRUCTURAL CAPACITY SHALL BE lei% KILN DRIED HEM -FIR NO. I OR EQUAL, FB. 12DD PSI. 3. ANY HOOD IN DIRECT CONTACT WITH CONCRETE OF MASONRY, EXP05ED TO UNHEATED BASEMENT AND GRAHL SPACES, OR EXPOSED TO THE EXTERIOR SHALL BE PRESSURE TREATED. 4. ALL FASTENERS SHALL BE IN CONFORMANCE WITH THE FASTENING SCHEDULE IN THE MA55ACHU5ETT5 STATE BUILDING GORE. FASTENERS EXPOSED TO THE HEATHER SHALL BE GALVANIZED OR STAINLESS STEEL. MASONRY CONSTRUCTION I. ALL MASONRY UNITS SHALL CONFORM TO A5TM G-CIO TYPE N-I HITH THE STRENGTH OF UNITS AND MORTAR BEING SUCH THAT ALL VALUES ARE SATISFIED. 2. GROUT AND MORTAR SHALL CONFORM TO A5TM G476. TYPE M OR 5 3. ALL MASONRY WORK, INCLUDING GURING, ERECTION, AND HEATHER PROTECTION, SHALL CONFORM TO THE NGMA AND AGI-531 REQUIREMENTS AND STANDARDS. 4. PROVIDE GALVANIZED HORIZONTAL REINFORCEMENT @ 16" O.G. MIN. UNLESS OTHERWISE NOTED. 5. UNLESS NOTED OTHERWISE, PROVIDE A MINIMUM OF #5 @ 45" D.G. VERTICAL REINFORCEMENT IN ALL MASONRY HALLS. 6. PROVIDE ADDITIONAL VERTICAL REINFORCEMENT @ JAMB5 OF ALL HALL OPENINGS, HALL ENDS, STEEL BEAMS AND ANGLE BEARING LOCATIONS. MINIMUM REINFORCEMENT SHALL BE 2-#6 VERTIGAL5 UNLE55 NOTED OTHERWISE. HOOD TRUSS SYSTEM I. TRUSS DESIGN, FABRICATION, AND ERECTION SHALL BE IN CONFORMANCE WITH THE TRUSS PLATE INSTITUTE'S SPECIFICATIONS AND RECOMMENDATIONS, AS HELL AS IN GONFORMANGE WITH THE BOGA APPROVAL REPORT REQUIREMENTS. DURING THE ERECTION PROCESS TEMPORARY LATERAL BRAGINQ OF THE TOP 4 BOTTOM CHORDS AND HEB MEMBERS SHALL BE INSTALLED PER THE TRUSS PLATE INSTITUTE GUIDELINES. ALL LATERAL BRACING INSTALLED DURING THE ERECTION PROCESS SHALL REMAIN IN PLACE AND BE MADE A PART OF THE PERMANENT BRACING SYSTEM AS DIRECTED BY THE ENGINEER. 10 1 11 1 12 INTERRUPT EVERY OTHER HORIZONTAL BAR SEE TYPICAL HALL DETAILS FOR RIENFORCINQ 1"xl" V-GROOVE SIZE AND 5PAGIN6 I "x I " V-GROOVE well �IiS NOTE: PROVIDE CONTROL JOINTS 0 20'-0" O.G. MAX 0 ALL GONG. WALLS EXPOSED 24" OR GREATER ABOVE FINISH GRADE COORDINATE ALL SLAB FINISHING DETAILS WITH ARCHITECT 10 MIL. VAPOR BARRIER (MIN) -\ 13 1 14 1 15 " x �" JOINT SEAL (TYP.) CONT. 2x4 KEY HATER STOP (WHERE INDICATED) 7:' L o e o> o 0 FILL SIDE SEE HALL DETAILS I"xl" V-GROOVE FOR REINFORGINQ SIZE AND SPAGIN6 CONSTRUCTION JOINT NOTE: MAXIMUM PLACEMENT BETWEEN HALL CONSTR. JOINTS (FOR CONT. HALLS) SHALL BE (50) FEET, UNLESS NOTED OTHERWISE. T* 1 I CAL. CONCRETE HALL JOINT DETAILS SCALE: NITS COORDINATE Al 1 GI A a 6x&x1-UAxH2A WWF ® MID. FIN15HINO DE' DEPTH ARCHITECT (UNLESS NOTED OTHEREHISE) 10 MIL. VAPO BARRIER (W 5" OR 6" CONCRETE SLAB SLAB - H.H.F REINF. 6" MINIMUM "5AND-61RAVEL (COMPACTED) UNDISTURBED NATURAL SOILS OF COMPACTED "GRANULAR FILL" (COORD. W/ GEOTEGHNIGAL ENGINEER) SLAB - BAR REINF. TYP I CAL CONCRETE SLAB ON CRAVE DETAILS SCALE : NTS 2. THE HOOD ROOF TRUSS FABRICATOR SHALL DESIGN AND FABRICATE THE ENTIRE ROOF AS A SYSTEM. THIS SHALL INCLUDE ALL STICK FRAMED SECTIONS, OVERHANGS, ROOF OPENING FRAMING (IF APPLICABLE), AND ALL REQUIRED CONNECTIONS, COORDINATE WITH ARCHITECTURAL DRAWINGS FOR ALL DETAILS AND DIMENSIONS NOT A PART OF THE STRUCTURAL DRAW I N6S. 3. THE HOOD ROOF MEMBERS INDICATED ON THESE DRAWINGS REPRESENT THE MINIMUM FRAMING REQUIREMENTS, AND THE FINAL DESIGN USED SHALL BE BASED ON THE APPROVED SUBMITTED ROOF DESIGN. 4. ALL BEARING LINES SHALL BE I ND I GATED ON THE ROOF FRAMING LAYOUT TO BE SUBMITTED FOR APPROVAL. 5. SUBMIT SHOP DRAHINQS FOR APPROVAL. THE SHOP DRAWINGS SHALL INCLUDE: HOOD ROOF FRAMING LAYOUT, DESIGN DATA INDICATING CONFORMANCE WITH THE CONTRACT DOCUMENTS, AND BOLA APPROVAL OR RESEARCH REPORT FOR THE TRUSS PLATE SYSTEM TO BE USED. STRUCTURAL LUMBER 1. ALL WORK SHALL BE IN CONFORMANCE HITH THE AMERIGAN FOREST 4 PAPER ASSOC. STANDARDS AND SPECIFICATIONS, LATEST ADDITION. 2. ALL LUMBER USED IN A STRUCTURAL GAPAG I TY SHALL BE H% KILN DRIED HEM -FIR NO. I OR EQUAL, FB. 1200 PSI. 3. ANY HOOD IN DIREGT CONTACT WITH CONCRETE OF MASONRY, EXPOSED TO UNHEATED BASEMENT AND GRAHL SPACES, OR EXPOSED TO THE EXTERIOR SHALL BE PRESSURE TREATED. 4. ALL BEAM TO BEAM CONNECTIONS SHALL BE QALV. FLANGE HANGERS. SUBMIT SHOP DRAWINGS FOR REV I EH. 5. ALL HOOD P05T GAPS AND BASE CONNECTIONS SHALL BE APPROVED QALV. (SIMPSON OR EQUAL) POST GAP AND BASE PREFABRI GATED ASSEMBLIES. SUBMIT SHOP DRAWINGS FOR REVIEH. 6. THE FRAMING SIZES, SPACING, AND FRAMING DETAILS INDICATED ARE THE MINIMUM REQUIRED. PROVIDE DE516N AND FRAMING DETAILS AS PER LOADS INDICATED. 7. HORIZONTAL BRIDGING SHALL BE PROVIDED WITH DESIGN AND CONNECTION DETAILS. ALL BRIDGING SHALL BE INSTALLED BEFORE ANY CONSTRUCTION LOADS ARE PLACED ON THE JOISTS. THE ENDS OF ALL BRI DQ I NG LINES TERMINATING AT HALLS OR BEAMS SHALL BE ANCHORED THERETO. 10. THE ENDS OF ALL JOISTS BEARING ON BEAMS OR BEARING PLATES SHALL EXTEND 4" MINIMUM OVER THE SUPPORT. >." O.G. (EACH WAY) 6" CONCRETE SLAB 6" MINIMUM "SAND -GRAVEL FILL (COMPACTED) UNDISTURBED NATURAL SOILS OF COMPACTED "GRANULAR FILL" (GOORD. W/ CEOTECHNICAL ENGINEER) i ARCHITECTS,P.C. AnD CHffECJrUnQ E Pr LAN N � H Sr" 307 Washington Avenue Albany, New York 12206 USA http://viww.DDArch.com T: 518.463.8066 F: 518.463.8610 CAPE COD INFLATABLE PARK RESTROOM 512 MAIN STREET WEST YARMOUTH, MA 02673 l CIVIL ENGINEERING . SURVEYING Ct%kTTRANSPORTATION . ENVIRONMENTAL ioc11R( Olo 434�88806ue gTh. www.cwltd.net DDA PROJECT # ® ALLA SHE CIV 0 5 � ST15" y Stamp SYMB ISSUED FOR BY DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn Project Manager P.I.C. SHEET TITLE MISC. DETAILS/ GEN NOTES RESTROOM SHEET NUMBER S-201 N 1n L J H G E E C 010 �1� 1 1 2 1 3 1 4 5 1 6 1 7 8 1 9 I 10 1 11 12 13 1 14 15 ® 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. 1 2 3 4 5 6 7 8 9 10 1 11 1 12 13 14 15 ARCHITECTURAL LEGEND N MATERIAL INDICATIONS WALL INDICATIONS SYMBOLS N ASSOCIATED ROOM NUMBER EARTH EXISTING WALL /PARTITION (5HADIN6 OPTIONAL) 101 DOOR NUMBERS O o GRANULAR FILL NEW WALL / PARTITION A R C H I T E C T S, P.C. BRICK DOOR IDENTIFIER WALL REMOVAL / CONCRETE — — — — — — — — — — — — OVERHEAD GON5TRUGTION # COLUMN NUMBERSAnbffEC�URE n m ONGRETE MA50NRY UNITS I m M -GROUT RouT DIMENSIONING CONVENTIONS �HUEFD_l IJ 11� 001 8 ROUGH WOOD BLOGKING 4 WALL / PARTITION TYPE <VARIE5> SHIM FACE OF STUD, GMU, OR FURRING, PLANNHU U.N.O. WINDOWTYPE rr FINISH WOOD .PLYWOOD 1 REVISION NUMBER L ALIGN FIN15H FAGE OF NEW 307 Washington Avenue MEDIUM DEN5ITY FIBER BOARD ALIGN CON5TRUG7ION WITH FAGE OF Albany, New York 12206 USA KEYNOTE NUMBER _ EXISTING OR NEW 6ON5TRUGTION 1 y RIGID INSULATION AS INDICATED. O http:/`www.DDArch.com BAIT INSULATION ELEVATION TARGET T: 518.463.8066 F: 518.463.8610 -$- STEELROOM/AREA NAME CAPE COD INFLATABLE ROOM NAME ROOM/AREA IDENTIFICATION PARK TRESTROOM BUILDING �/ K ROOM/AREA NUMBER K DETAIL NUMBER DETAIL TYPE / NAME 512 MAIN STREET NOT (BASED ON COORDINATE5 WEST YARMOUTH, MA 02673 AT PERIMETER OF SHEETS) CEILING TYPE ELEVATION ABOVE FIN15HEO FLOOR USED Al FLOOR PLAN 1/411 = 1'-0" A101 GWB PX J SCALE OF DETAIL DRAWING NUMBER WHERE DETAIL WA5 TAKEN FIN15H DESIGNATION PLAN, ELEVATION, SECTION, AND DETAIL TITLES REFLECTED CEILING TAG DIRECTION OF VIEW Ref DETAIL NUMBER 5ECTION NUMBER 4--, H H 1 A101 1A101 A101DIRECTION OF VIEW DRAWING NUMBER 1 DRAWING NUMBER WHERE WHERE DETAIL 15 SECTION 15 DRAWN EXTERIOR DRAWN INTERIOR VIEWS VIEWS DDA PROJECT #21-008 ELEVATION INDICATORS BUILDING SECTION INDICATORS G A DETAIL NUMBER DIRECTION OF VIEW 1 1 DETAIL NUMBER A101 A101 1 ;� 1 A101 DRAWING NUMBER, WHERE DETAIL 15 �• �® ` DRAWN DRAWING NUMBER WHERE \ / DETAIL 15 DRAWN N.Y. DETAIL INDICATORS DETAIL / SECTION INDICATORS Stamp GYPSUM BOARD WALL SYMB ISSUED FOR DATE 1 3 2 1. (1) LAYER 5/5" TILE BACKER BOARD ON INTERIOR 51DE CONSTRUCTION DOCUMENTS 3/01 /22 (TYP.)* tS1 2. WOOD STUD FRAMING SYSTEM, E 3. TILE FIN15H F 4. (1) LAYER 5/5" FGWB ON JANITOR'S CLOSET 51DE 5 4 5. FIBERGLASS REINFORGED PANEL (FRP1) ON JANITOR'S CLOSET 51DE NOTES: • OMIT WALL FIN15H AT NON -FIRE RATED WALL5, NON-ACGE551BLE SIDE A5 OGGUR5. • PROVIDE FGWB AT WALL LOGATION5 5GHEOULED TO REGEIVE FRP FINISH. • HEIGHT OF TILE FINISH TO GO UP TO GEILIN6 WALL STUD STUD GWB FIRE TYPE 51ZE 5PAGING TYPE RATING NOTE 0 1A 2X4 16" O.G. *5EE NOTES N/C WALLS TO BOTTOM OF TRUSS, GWB 6" D ABOVE FINISH CEILING 1B 2X6 16" O.G. *5EE NOTES N/G WALL5 TO UNDERSIDE OF ROOF DECK EXTERIOR WALL —2 — 1. (1) LAYER 5/8" TILE BACKER BOARD ON INTERIOR 51DE v (TYP.)* NOT 2. WOOD STUD FRAMING SYSTEM. C 3. TILE FINISH 4. 1/2" PLYWOOD SHEATHING C 4 5 5. JAMES HARDIE HARDIE SHINGLE 510ING 5" EXP05URE USED NOTES: • PROVIDE FGWB AT WALL LOGATIONS 5GHEOULED TO REGEIVE FRP FIN15H. WALL STUD STUD GAB FIRE Drawn Project Manager P.I.C. TYPE SIZE 5PAGING TYPE RATING NOTE J Z /A R R M R D W D 2A 2X6 16" O.G. *5EE NOTES N/C B 1 2 3 EXTERIOR WALL SHEET TITLE 6 1. JAMES HARDIE HARDIE SHINGLE SIDING 5" EXPOSURE 2. 1/2" PLYWOOD SHEATHING 3. WOOD STUD FRAMING SYSTEM. GENERAL NOTES, 5 6 NOTES: WALL TYPES, AND . ----- LEGEND WALL STUD STUD GAB FIRE TYPE 51ZE SPACING TYPE RATING NOTE A 3A 2X6 16" O.G. *SEE NOTES N/G SHEET NUMBER A A13 WALL TYPES A001 NTS 1 2 3 4 5 6 7 8 1n 1_� 14 p 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. 1 2 1 3 N M L- K J H 0 m O A201 Hq o G E E 0 C B A Al FLOOR PLAN 1 /4" ' 1'-011 1 2 3 4 1 5 6 7 8 35' - q 3/4" 13'-10" CL 8'-0" CE 15-113/4" A201 F12 L1 A202 3 TYP ----- --- -- 4 4 I I CHANGING I 1 ROOM I 106 FS u, A202 I 106 1 m r , I CHANGING f ROOM A8 A11 F1 071 F201 LINE OF ROOF ABOVE YYT"T -- --- I I II- ---m - - - - - - --H-1 - - - - - - - - in TYP. m - • • • O • qq© • / ICI■ J1Ili■ ICI■ ICI■ >> A A —�� • .. • kk, A ROOM G4061 E1 m 0 A102 E6 EEL: %.67 G7 21' - 81/2" 1) TYP. I v m - --- ----- --- --- ------ -- ---------� CHANGING I--------- 4'- 0" 3' - 1 1/2" 1 104 Al ROOM I 104 1 A201 I I 3 TYP. I I I I - I FS 51M I 105 CHANGING A202 I ROOM I a I 105 I I I I 4 � I- --------- -- J 4 D1 S6 F12 IM A2Q1 A202 8' - 0" 15- 11 3/4" 35- q 5/4" 4 5 6 7 8 9 9 2A m cv A4 A502 Al A202 10 10 LEl 12 13 14 1 15 FLOOR PLAN GENERAL NOTES 1. MINOR ITEMS OF WORK SUCH A5 GUTTING, PATCHING, TRIM, ETC, SHALL BE PERFORMED A5 NECESSARY TO MAKE THE WORK COMPLETE WHETHER OR NOT NOTED ON THE DRAWING5. 2. UNFIN15HEP OPENINGS, HOLES, OR SIMILAR IRREGULARITIES AT AALL5, FLOORS, OR CEILINGS IN THE WORK AREA, SHALL BE PATCHED AND REPAIRED A5 REQUIRED TO PROVIDE SMOOTH, EVEN, CONTINUOUS SURFACES PRIOR TO INSTALLATION OF FINISHES. 3. TO FORM A LEVEL AND UNIFORM WALL SURFACE, AL16N FACE OF NEW WALL5 ON THE FINISH 5IDE AT LOCATIONS WHERE DIFFERENT WALL TYPES ABUT EACH OTHER, U.N.O. 4. PROVIDE SOLID WOOD BLOCKING IN WALL5 AS REQUIRED FOR PROPER INSTALLATION OF ANCHOR STRAPS, CA5EWORK, FIXTURES, FIN15H TRIM, SHELVING STANDARDS, 516NA6E,TOILET ACCESSORIES, ETC. FIELD VERIFY ALL SUCH LOCATIONS. 5. PROVIDE SUPPLEMENTARY FRAMING OR BLOCKING AT OPENIN65 AND CUTOUTS AS REQUIRED TO SUPPORT ALL PERIMETER EDGES OF WALLBOARD (TYP). 6. FULL HEIGHT WALL5 EXTEND TO STRUCTURE OR DECK ABOVE, U.N.O. AT AALL5 EXTENDING TO STRUCTURE OR DECK ABOVE, PROVIDE DEFLECTION TRACKS, U.N.O. 1. AT WALL5 THAT EXTEND ABOVE CEILING, BUT NOT TO STRUCTURE OR DECK ABOVE, PROVIDE INTERNAL STRUCTURAL BRACING, OR PROVIDE DIAGONAL BRAGING AT 48" O.G. ALTERNATING 5IDE OF HALL AND AT EA. 5IDE OF DOOR(5), EA, 51DE OF WALL, U.N.O. 8. PROVIDE WOOD LEDGERS AS NECESSARY AT WALL CONSTRUCTION FOR SUPPORT OF COUNTERTOPS: PAINT EXF05ED WOOD WHITE WITH 5EM1-6L055 FINISH, U.N.O. q: ALL DIMEN51ON5 LOCATING MILLWORK AND/OR GA5EWORK AND OPENINGS IN THE MILLWORK ARE FROM FIN15H SURFACE. 10. HINGE JAMB OF DOORS SHALL BE 4" FROM PERPENDICULAR ADJACENT WALL, U.N.O. 11. PROVIDE SEALANT BETWEEN 01551MILAR MATERIALS. 12. FOR FINISHED GYPSUM BOARD AALL5 THAT END AT OR BELOW CEILING, PROVIDE TAPABLE BEAD AT TOP EDGE OF GWB, FIN15HED FOR SMOOTH, CONTINUOUS APPEARANCE WITH ADJACENT WALL SURFACE, AND PAINTED PER FIN15H SCHEDULE. 13. DRYWALL CONTROL JOINTS ARE TO BE PROVIDED IN GYPSUM BOARD AALL5 OVER 30 FEET IN LENGTH, OR AT CHANGES IN FRAMING DIRECTION. COORDINATE JOINT LOCATIONS WITH ARCHITECT. PROVIDE STUD FRAMING ON BOTH SIDES OF CONTROL JOINT LOCATION AND EXTEND CONTROL JOINT FLOOR TO CEILING OR END OF GWB SURFACE PER THE CURRENT A5TM C 840 AND GA-216 STANDARDS. PAINT TO MATCH ADJACENT GWB SURFACES. 14. SECURE NEW CONSTRUCTION WITH FASTENERS OF ADEQUATE 51ZE AND AT THE PROPER SPACING TO INSURE THAT ALL NEW MATERIALS WILL REMAIN FIRMLY FIXED IN P051TION SHOWN. 15. THE CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS TO, BUT NOT LIMITED TO, PLUMBING, PIPING, ELECTRICAL, AND DUCTING TO MAKE WORK COMPLETE WHETHER OR NOT INDICATED ON DRAWINGS. 16. PROVIDE LOCKABLE ACCESS PANELS AS REQUIRED FOR AGGE55 TO IN -WALL VALVES. ETC, FLOOR PLAN KEYED NOTES O6HIGH SOLID VINYL FENCE - STYLE TO MATCH EXISTING. COLOR: WHITE OADA WATER FOUNTAIN: • ELKAY "EHWM211RAG" OR APPROVED EQUAL. • PROVIDE OPTIONAL LKAPR2 CANE APRON O3 8' HIGH SOLID VINYL FENCE WITH LOCKKABLE VINYL SWING GATE - 5TYLE TO MATCH EXI5TING. GOLOR: WHITE. PROVIDE WHITE VINYL P05T GAP AT FENCE P05T5, TYP. 5EE J11/A502 O6 x 6 WOOD COLUMN WITH WHITE VINYL SLEEVE OPROVIDE AGGE55 PANEL FOR FOUNTAIN A5 REQUIRED OEDGE OF CONCRETE PAD OMOP SINK FLOOR PLAN SYMBOL LEGEND NEW WALL CONSTRUCTION. SEE SECTIONS FOR HALL HEIGHTS. Lb NEW DOOR AND FRAME AS SCHEDULED. ALIGN FINISH FACE OF NEW CONSTRUCTION WITH FACE OF EXISTING OR NEW ALIGN CONSTRUCTION AS INDICATED. aWALL TYPE. ODOOR NUMBER. ROOM NAME ROOM/AREA IDENTIFICATION. ### PLAN NORTH 12 1 13 1 14 1 15 �► r ARCHITECTS, P.C. ADD CUff FD 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch-com T: 518.463.8066 F: 518.463.8610 CAPE COD INFLATABLE PARK RESTROOM BUILDING 512 MAIN STREET WEST YARMOUTH, MA 02673 DDA PROJECT #21-008 kEDe N.Y. �1 �1 OF M���'gCi� Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn JZ/AF Project Manager RMR P,I.C. DWD SHEET TITLE RESTROOM BUILDING FLOOR PLAN SHEET NUMBER Al 01 Q 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. N M L K J H G E D C B A 1 2 3 4 1 5 1 6 7 8 I 9 10 11 12 13 14 15 M L H F Li WOMEN'S ROOM ELEVATION - NORTH 1/4" = 1'-0" Al /A101 LE %--I a — mm mm IRV G1 WOMEN'S E-ELEV 1/4" = 1'-0" Al /A101 ORTH ELEV F OPEN TO �o BEYOND D G3 WOMEN'S 1/4" = 1'-0" Al /Al01 n n n VANITY E-ELEV G ' A PTW1 ---0 J7 FL 1/4 = 1'-0" OOR PLAN � 102 G6 WOMENS W-ELEV 1/4" = 1'-0" Al /A101 E6 MEN'S EAST ELEV Al /A101 P1 FRP1 RFB1 RFB1 E9 JAN CL WEST ELEV 1/4" = 1'-0" Al /A101 C H-� C-H C L ■��M�01 mgmigg TOILET ROOM GENERAL NOTES 1. REFER TO SHEETS 0001 AND A001 FOR ADDITIONAL INFORMATION ON REQUIREMENT5 FOR NEW WORK AND ON REQUIREMENTS FOR NEW WORK AT EXISTING CONSTRUCTION. 2. CONTRACTOR 15 TO PROVIDE CONGEALED BLOCKING AND SUPPORTS FOR ALL WALL HUNG FIXTURES AND ACCESSORIES. 3. ALL DIMENSIONS PLUMBING FIXTURES AND TOILET ACCESSORIES ARE FROM FIN15H TO CENTER LINE, U.N.O. 4. ALL FIXTURES IN HANDICAP ACCESSIBLE AND AMBULATORY TOILET STALLS AND AT HANDICAP ACCESSIBLE SINKS AND URINALS ARE TO COMPLY WITH THE CURRENTLY ADOPTED EDITION OF IGG A117.1. 5. DOOR 5WING MAY NOT ENCROACH ON CLEAR FLOOR SPACE AT TOILETS. FIXTURES MAY NOT ENCROACH ON CLEAR SPACE AT DOORS. 6. INSTALL MILDEW RE515TANT SILICONE CAULK BETWEEN PLUMBING FIXTURES AND FINISHED WALL SURFACES. 7. INSTALL MIRROR CENTERED ON LAVATORY (TYPICAL). 8. CENTER ALL NON -HANDICAP ACCESSIBLE TOILETS, AMBULATORY TOILETS, AND ALL URINALS WITHIN TOILET COMPARTMENTS, URINAL SCREENS, OR WALL FINISH. q. PROVIDE BLOCKING FOR TOILET PARTITIONS, TOILET ACCESSORIES, CEILING HUNG EQUIPMENT, ETC. 10. PROVIDE INSULATED PIPE WRAP FOR ALL EXP05ED UNDER LAVATORY PIPING. 11. TOP OF TOILET PARTITION AT + 6-0" A.F.F. BOTTOM OF TOILET PARTITION AT + q" A.F.F., U.N.O. 12. PROVIDE ARCHITECT WITH PHYSICAL SAMPLES OF FULL RANGE OF STANDARD COLORS OF TOILET PARTITIONS FOR SELECTION. 13. TOILET ACCESSORIES TO COMPLY WITH OWNER'5 STANDARDS. 14. SEE "TYPICAL FIXTURES AND ACCESSORIES" FOR MOUNTING HEIGHTS. 15. TOILET PAPER D15PEN5ER5 THAT ARE TO MEET ADA CODES SHALL NOT HAVE ANY TYPE OF PLAN NORTH CONTROLLED DELIVERY. 16. REFER TO PLUMBING DRAWIN65 FOR FLOOR DRAIN INFORMATION. 17. WALL TILE FINISH TO BE INSTALLED UP TO 8' - 6" A.F.F. PAINT GWB WHITE ABOVE WALL TILE FINISH TOILET ACCESSORY SCHEDULE MARK DE50RIPTION A 36" GRAB BARS, HORIZONTAL- AMERIGAN SPECIALTIES, INC. 3800 SERIES B 142" GRAB BARS, HORIZONTAL - AMERIGAN SPECIALTIES, INC. 3800 SERIES PROVIDE PVC TRIM FOR EDGES TYP. G 18" GRAB BAR, VERTICAL - AMERIGAN SPECIALTIES, INC. 3800 SERIES D TOILET T155UE DISPENSER - AMERIGAN SPECIALTIES, INC. MODEL 0042-41 E SANITARY NAPKIN DISPOSAL - AMERIGAN SPECIALTIES, INC. MODEL 0852 F 18X36 CHANNEL FRAME MIRROR - AMERIGAN SPECIALTIES, ING. MODEL 0600 G SURFACE MOUNTED SOAP D15PEN5ER - AMERIGAN SPECIALTIES, INC. MODEL 0340 H HEATED HAND DRYER - EXCEL DRYER ING. XLERATOReco HEATED w/ PART#40502 ADA-GOMPLIANT RECESS KIT K RECESSED WA5TE RECEPTACLE - AMERIGAN SPECIALTIES, INC. MODEL 0458 L BABY CHANGING TABLE - KOALA KARE PRODUCTS MODEL KB-200 M MOP RACK - AMERIGAN SPECIALTIES, INC. MODEL 01% PROVIDE SEALANT AT PERIMETER OF MOP SINK PTW1 U K u RFB1 ` RFB1 RF61 PTW1 C1 MEN'S VANITY EAST ELEV C4 MENS ROOM - WEST ELEV C7 MEN'S SOUTH ELEV 1/4" 1'-0" Al /A101 1/4" = 1'-0" Al /A101 1/4" = 1'-0" Al /A101 C CENTER WALL WALL FINISH 1' - 0" TOILET TOILET PARTITION, TOILET MIRROR WITH FIN15H PARTITION OR URINAL 5GREEN PARTITION, LAVATORY, BOTTOM OF 3' - 6" WALL FINISH TOILET PAPER OR WALL FIN15H URINAL SCREEN U.N.O. � 16'-18" DISPENSER 2' - 4" OR WALL FINISH OUTLET I G F 5- 2 1/2' a 2' - 5" 2' - 0" Vol F U-1 UA UJ rk UA -1 LU m - -A �t �LL-z = A Bd A v O� v Ow LL- awCIO O iv m 4 zo v r E ( N O cv v n APRON m I SEE PLAN Q O 5EMI-RE6E55ED TOILET ADA REQUIREMENT5 TOILET ADA REQUIREMENT5 URINAL ADA STANDARD HEIGHT LAVATORY ADA HAND DRYER FLOOR TYPICAL 50AP PAPER TOWEL BABY CHANGING DUAL HEIGHT MOP AND BROOM TRASH RECEPTACLE (SIDE ELEVATION) (FRONT ELEVATION) REQUIREMENTS URINAL (FRONT REQUIREMENTS ADA MOUNTED/OVERHEAD URINAL SCREEN DISPENSER DISPENSER STATION WATER FOUNTAIN RACK (FRONT ELEVATION) ELEVATION) (FRONT ELEVATION) REQUIREMENT BRACED TOILET PARTITION A Al TOILET FIXTURES AND ACCESSORIES 1 /4" = 1'-0" 1 2 3 4 5 6 7 8 9 10 11 MIRROR PER TOILET ACCESSORY SCHEDULE. CONTINUOUS WOOD BLOCKING, TOP AND BOTTOM OF MIRROR. INTEGRAL SOLID SURFACE ADA LAVATORY 6" DEEP, MAX. GONT. MILDEW RES15TANT CLEAR SILICONE SEALANT ALONG EDGE OF 50LIP SURFACE 51DE/5ACK SPLASH AND TILE FINISH. OL B/ REFLECTIVE SURFACE 3'-4" A.F.F. 1' - 4" 3/4" SOLID SURFACE COUNTER TOP (55-1) W/ APRON 8 1/8"- RADIUS EDGES. PROVIDE 4"H BACK5PLA51-1 AND RETURN AT END WALL5. SEAL JOINTS BETWEEN COUNTER AND SPLASHES WITH MILDEW RESISTANT CLEAR SILICONE SEALANT.Ilk OgL T/COUNTER - 2-10" A.F.F. MAX 4 - - - - - - - - - - CONTINUOUS 1 MOISTURE RES15TANT PLYWOOD 5UBTOP AT PERIMETER OF COUNTERTOP. ADHERE COUNTERTOP PER - - - MANUFAGTURER'S FABRICATION REQUIREMENTS. I PROVIDE COUNTER SUPPORT BRACKETS (A&M HARDWARE I 21" ADA VANITY BRACKET, OR APPROVED EQUAL, COLOR: I 8" MIN 11 TBD) AT 56" O.G. MAX. PROVIDE DOUBLE STUDS OR I I METAL MOUNTING PLATE FOR BRACKET INSTALLATION PER 1 1 BRACKET MANUFAGTURER'5 RE(OMMENDATION5. CONTINUOUS REMOVABLE 3/4" MOF PANEL WITH PLASTIC j 1 LAMINATE ON BOTH SIDES AND ALL EDGES. COLOR: TBD. 1 1 MOUNT WITH 5PRING CLIP SYSTEM BY BRACKET I z 1 MANUFACTURER (NO V151BLE FASTENERS) I I m 1 MAINTAIN REQUIRED ADA KNEE AND TOE CLEARANCES. I BLOCKING A5 REQUIRED z I 1 � MILDEW RE515TANT CLEAR 51LIGONE SEALANT I SEE INTERIOR ELEVATIONS AND FIN15H SCHEDULE FOR FINISHES T/FIN. FLR. 11" MIN Al2 ADA SINK DETAIL 1 1/2" = 1'-0" P /A102 12 13 14 v ARCHITECTS,P.C. A MDC � ��C�C��� �� ■ H7ERo 0�8 ■ p�a����� 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 CAPE COD INFLATABLE PARK RESTROOM BUILDING 512 MAIN STREET WEST YARMOUTH, MA 02673 DDA PROJECT #21-008 �q��iv'11Y Y 9 '�4 t�10F M0.5� Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn JZ/AF Project Manager RMR P.I.C. DWD SHEET TITLE TOILET ROOM PLANS, ELEVATIONS, AND SCHEDULES SHEET NUMBER Al 02 15 Q 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. N M L K J H D F E D C B A It N K HI G E C ■ A 2 L1 NORTH ELEVATION 1/4" 1'-0" Al /A101 H1 NORTH BUIL 1 /4" = 1'-0" Al /Al 01 ■fit■�■�® I 3 F12 DING ELEVATION A11 A501 A5 A202 VATION 4 F12 5 All A501 All A501 AS A202 6 7 8 9 10 1 11 1 12 LOUVER. PAINT TO MATCH 5HINGLE 51DING Al 5/4 x 4 FIBER CEMENT TRIM AT PERIMETER OF LOUVER. PAINT: WHITE A PROVIDE STEP FLASHING AT VERTICAL 51DE WALL. HOLD SIDE WALL FIN15H 2" OFF ROOF SURFACE J T 1 12 -,- T 4 1 /2"- 4 L T/WALL PLATE — — — 91 TLt 1ST FLOOR Elev 96.67') n TM/ALL PLATE 1ST FLOOR Elev 96.67) � 0'-oil TM/ALL PLAT_ _ E 9'-6" V 1ST FLOOR glev 96.67') n 0' - 0" �I ALL PLATE /1 9'6,1 -V I ST FLOOR Elev 96.67' 0' —Oil L9 EAST ELEVATION 1/4" = 1'-0" Al /A101 A14F5 PROVIDE STEP FLASHING AT A202 VERTICAL SIDE WALL. HOLD 51DE HALL FIN15H 2" OFF ROOD SURFACE Al D9 WEST BUILDING ELEVATION 1/4" = 1'-0" Al /A101 ,NOT " USED. 13 1 14 PROVIDE STEP FLASHING AT F5 VERTICAL 51DE WALL. HOLD 51DE A202 WALL FIN15H 2" OFF ROOD SURFACE 15 TM/ALL PLATE 9'-6" V 1 ST FLOOR Elev 96.67') /1 0'-0" V LOUVER. PAINT TO MATCH 5HINGLE SIDING. 5/4 x 4 FIBER CEMENT TRIM AT PERIMETER OF LOUVER. PAINT: WHITE PROVIDE STEP FLASHING AT VERTICAL SIDE WALL. HOLD SIDE WALL FIN15H 2" OFF ROOD SURFACE TMALL L PLATE 9' - 6" 1ST FLOOR (Elev 96.67' 0'-0" OUVER. PAINT: WHITE L PLATE TRIM BOARD, PAINT WHITE PAINT WHITE FLOOR w 96.67' -0, -oil Al SOUTH BUILDING ELEVATION 1/4" = 1'-0" Al /Al01 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 9 i Fi RCH ITECTS,P.C. AFD_1nC1flUE�UUFQ_IE ■ [M U F MD 0 FD_1 0� 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 CAPE COD INFLATABLE PARK RESTROOM BUILDING 512 MAIN STREET WEST YARMOUTH, MA 02673 DDA PROJECT #21-008 Q I ' No. , BANY N.Y. OF Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn JZ//AF Project Manager RMR P.I.C. DWD SHEET TITLE EXTERIOR ELEVATIONS SHEET NUMBER A201 N M L ■ G E E D C B A 0 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. 2 3 4 5 I ICI !L 6 7 8 9 10 11 12 13 1 14 1 15 N M L K J H G F IN D C I A C1 REFLECTED CEILING PLAN 1/4" = 1'-0" Al /A201 Al N.T.S. 1 �T PLAN NORTH L NOMEN'5 - , ROOM _ 103 104 JANITOR'S " CLOSET - 103� MEN'5 ROOM' ' ` —7- FINISH PLAN GENERAL NOTES 1. REFER TO 5HEET5 6001 AND A001 FOR ADDITIONAL INFORMATION. 2. ALL MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION REQUIREMENTS. REPAIRS OR REPLACEMENT OF ANY AND ALL COMPONENTS OF THE SYSTEM DUE TO DEFICIENCY IN, OR FAILURE OF, THE SYSTEM DUE TO DEVIATION FROM THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS, INCLUDING SURFACE PREPARATION, SHALL BE THE 50LE RESPONSIBILITY OF THE CONTRACTOR AND SHALL NOT BE GROUNDS FOR A CHANGE ORDER. 3. THE CONTRACTOR SHALL PROVIDE ALL SYSTEM COMPONENTS, MATERIALS, AND ACCESSORIES PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THESE ARCHITECTURAL DRAWIN65 TO MAKE THE SYSTEM WHOLE AND COMPLETE. 4. WHERE NO SPECIFIC MATERIAL RECOMMENDATION 15 MADE, THE CONTRACTOR SHALL PROVIDE MATERIALS THAT ARE COMPATIBLE TO ALL MATERIALS IN THE SYSTEM AND ADJACENT TO THE WORK. WHERE A MATERIAL HAS AN AESTHETIC, IMPACT, PRODUCT INFORMATION SHALL BE 5UBM17ED TO THE ARCHITECT FOR FINAL SELECTION PRIOR TO INSTALLATION. 5. PRIOR TO FLOORING INSTALLATION, 6G TO CONDUCT CONCRETE SLAB M015TURE TESTING IN ACCORDANCE TO A5TM F2110 AND PROVIDE MOISTURE SEALER ON NEW CONCRETE A5 RECOMMENDED BY FLOORING MANUFACTURER. 6. PROVIDE A SMOOTH AND LEVEL TRAN51TION BETWEEN ALL FLOOR FINISHES. PROVIDE A COORDINATING SGHLUTER TRANSITION STRIP WHERE CHANGE IN FLOOR MATERIAL THICKNESS IS GREATER THAN 1/5". 1. ALL THRESHOLDS SHALL HAVE A HEIGHT OF 1/2" MAX. ABOVE EXISTING CONCRETE SLAB AND/OR INTERIOR FINISHED. 8. ALIGN TRANSITIONS BETWEEN FLOOR FINISHES WITH CENTER OF DOOR, OR WITH FACE OF WALL WHEN FLOORING TRANSITION 15 NOT AT A DOOR. I. COORDINATE FLOORING TRANSITIONS AND BASE INSTALLATION WITH FIELD CONDITIONS. 10. REFER TO FIN15H KEY FOR ALL NOTED MATERIAL TYPES AND FOR PRODUCT, MANUFACTURER, MODEL, COLOR, AND FIN15H INFORMATION. 11. PROVIDE (2) GOATS OF PRIMER AND (2) GOATS OF FIN15H PAINT ON ALL INTERIOR PARTITIONS. 12. ALL RETURN AIR GRILLES, SUPPLY DIFFUSERS, AND AGGE55 PANELS SHALL BE PAINTED TO MATCH THE SURROUNDING AREA. 13. EXP05ED ROOF FRAMING. (NOT 5HOWN FOR DRAWING CLARITY) PROVIDE BLOCKING BETWEEN TRUSSES AS NECESSARY FOR INSTALLATION OF CEILING MOUNTED ITEMS, INCLUDING LIGHT FIXTURES, EXIT SIGNS, ETC. FINISH KEY PLAN NORTH PAINT 11DII MANUFACTURER SHERWIN W11I TAMS Fpol MANUFACTURER SHERWIN WILLIAMS H 7 1ST FLOOR PLAN - FLOOR FINISH PLAN 2GT5. EMERALD 100016 ACRYLIC LATEX 1GT. DTM ACRYLIC PRIMER/FIN15H COLOR: WHITE 2GT5. PRO INDUSTRIAL ACRYLIC LOCATION: BATHROOM WALL5 ABOVE 8' GOLOR: BLACK LOCATION: EXPOSED INTERIOR STRUCTURE 1/411 = 11-011 Al /A201 REFLECTED CEILING PLAN GENERAL NOTES REFLECTED CEILING PLAN SYMBOL LEGEND SOLID SURFACE MATERIAL ss1 MANUFACTURER: L6 HI -NAGS COLOR: GEYSER L014 1. REFER TO 5HEET5 6001 AND A001 FOR ADDITIONAL INFORMATION ON REQUIREMENT5 FOR NEW AREA OUTSIDE OF ARCHITECTURAL SCOPE OF WORK. WORK.. 2. REFER TO STRUCTURAL MECHANICAL PLUMBING FIRE PROTECD TION AND ELECTRICAL RAWING5 k ' "'"'"f`' `" ` INTEGRAL SINK $OWL: L6 HI -NAGS 1612 ADDITIONAL D AL SCOPE OF WORK COORDINATE WORK BETWEEN TRADES. NOTIFY THE ARCHITECT COLOR: IVORY WHITE IN WRITING IMMEDIATELY IF CONFLICT 15 DETERMINED, PRIOR TO START OF WORK. EXIT FIBERGLASS REINFORCED PLASTIC ® CEILING MOUNTED EXIT SIGN. SHADING INDICATES FACE WITH TEXT. 3. INSTALLATION OF ACCESSORIES FOR ACT CEILINGS SHALL BE PER MANUFACTURER'S 5PECIFICATION5. FRp1 MANUFACTURER / PRODUCT: MARLITE / STANDARD FRP; PEBBLE SURFACE PROVIDE ALL COMPONENTS TO MAKE THE INSTALLATION WHOLE AND COMPLETE. COLOR: P100, WHITE. 4' LINEAR LIGHT FIXTURE NOTE: PROVIDE PVG TRIM FOR IN51DE CORNERS, OUTSIDE CORNERS 8 EDGES. 4. REFER TO ROOM FIN15H 56HEOULE FOR CEILING FINISHES AND HEIGHTS OF ALL AREAS NOT A INDICATED ON A400 SERIES 5HEET5. PORCELAIN TILE 5. DIMENSIONS ARE TO CENTERLINE OF LIGHT FIXTURES, UNO. 0 B 4" RECESSED DOWNLI6HT. CENTER IN ROOM, U.N.O., TYP. PTW1 MANUFACTURER /PRODUCT: DALTILE /FABRIC ART MODERN LINEAR 6. FURRING CHANNELS TO BE SPACED AT 16" O.G., MAX. 51ZE: 12" x 24" ### ROOM/AREA IDENTIFICATION NUMBER. COLOR: ML60, WHITE i. SEAL ALL PENETRATIONS THROUGH WALL CONSTRUCTION ABOVE NEW CEILINGS. INSTALLATION PATTERN: STACK BOND 8. ALL RETURN AIR GRILLES, DIFFUSERS, AND AGGE55 PANELS ARE TO BE PAINTED TO MATCH THE GROUT: LATIGRETE PERFORMANCE SELECT ADJACENT CEILING. COLOR: 88, SILVER 5HADOW q. PROVIDE ONE BOX OF EACH CEILING TILE TYPE OR ADDITIONAL 10016 OF EACH CEILING TILE TYPE TO TRIM: SGHLUTER SYSTEM - QUADEG (OUTSIDE CORNER) OWNER A5 ATTIG 5TOGK. SGHLUTER SYSTEM - JOLLY (TILE EDGE AT RESINOUS COVE BASE) FINISH: AT 10. EXP05EO ROOF FRAMING. (NOT SHOWN FOR DRAWING CLARITY) PROVIDE BLOCKING BETWEEN RESINOUS FLOOR ETRUSSES AS NECESSARY FOR INSTALLATION OF CEILING. MOUNTED ITEMS, INCLUDING LIGHT FIXTURES, SIGNS, FINISH PLAN SYMBOL LEGEND XIT ETC. RF1 MANUFACTURER / PRODUCT: 5TONEHARD / STONE5HIELD HR1 COLOR: FLAGSTONE RESINOUS FLOOR WITH INTEGRAL COVE BASE (RF1/RF61) RFBt MANUFACTURER / PRODUCT: STONEHARD / 5TONE5HIELD HR1 COLOR: FLAGSTONE RUBBER BASE ROOM NAME ROOM/AREA DESIGNATION. ### RB1 MANUFACTURER / PRODUCT: ROPPE / PINNACLE 6" COVE WALL BASE COLOR: BLACK ALIGN FIN15H FACE OF NEW CONSTRUCTION WITH FINISH FACE OF EXISTING ALIGN CONSTRUCTION. TOILET PARTITIONS TRAN51TION BETWEEN FLOORING MATERIALS. MANUFACTURER / PRODUCT: GENERAL PARTITIONS PRODUCT: 5ERIE5 40 50LID PHENOLIC GORE COLOR: TO BE SELECT BY ARCHITECT CEILING ACT1 MANUFACTURER: ARMSTRONG PRODUCT: ULTIMA HEALTH ZONE WITH HUMIGUARD PLUS #1131 15/16" BEVELED TEGULAR EDGE GRID: 15/16" PRELUDE PLUS AL ALUMINUM COLOR: WHITE. LOCATION: TOILET ROOMS $ JANITOR'5 GL05ET FIBER CEMENT SHEET FCs1 MANUFACTURER: JAMES HARDIE PRODUCT: 4 x 5 x 1/4" HARDIE SOFFIT SMOOTH COLOR: PAINTED WHITE. ROOM # ROOM NAME FLOOR MAT'L. FLOOR FIN, NORTH BASE MAT'L. NORTH BASE FIN. NORTH BASE HT. NORTH WALL MAT'L. NORTH WALL FIN. EAST BASE MAT'L. EAST BASE FIN. EAST BASE HT. EAST WALL MAT'L. EAST WALL FIN. SOUTH BASE MAT'L. SOUTH BASE FIN. SOUTH BASE HT. SOUTH WALL MAT'L. SOUTH WALL FIN, WE5T BASE MAT'L WE5T BASE FIN. WEST BASE HT. WE5T WALL MAT'L. WEST WALL FIN. CEILING MAT'L. CEILING FIN. CEILING HT. "REMARKS 101 MEN'S ROOM RF RF1 RFP RFB1 6" TBB PTW1 RFP RFB1 6" TBB PTW1 RFB RFB1 6" TBB PTW1 RFB RFB1 6" TBB PTW1 5TRUCT P2 5TRUGT 102 WOMEN'5 ROOM RF RF1 RFP RFB1 6" TBB PTW1 RFP RFB1 6" TBB PTW1 RFB RFB1 6" TBB PTW1 RFB RFB1 6" TBB PTW1 5TRUCT P2 5TRUGT 103 JANITOR'S CLOSET RF RF1 RB RB1 6" 1`6WB FRP1 RB RB1 6" 1`61,AB FRP1 RB RB1 6" FGWB FRP1 RB RB1 6" FGWB FRP1 5TRUCT P2 STRUCT FINISH SCHEDULE 2 3 4 5 6 7 8 9 10 ABBREVIATIONS ACT: ACOUSTIC CEILING SYSTEM ALUM: ALUMINUM GONG: CONCRETE PTW: PORCELAIN TILE EXIST: EXISTING TO REMAIN EXP: EXP05ED FGS: FIBER CEMENT SHEET FRP: FIBERGLASS REINFORCED PANEL FGWB: FIBERGLASS REINFORCED GYPSUM WALLBOARD GWB: GYPSUM WALLBOARD 12 13 P: PAINT PL: PLASTIC LAMINATE RB: RUBBER BASE RF: RESINOUS FLOORING RFB: INTEGRAL RESINOUS FLOOR BASE 55: SOLID SURFACING 5TRUGT: STRUCTURE 5L GONG. 5EALED CONCRETE i l i ARCHITECTS, P.C. C"M E �rru`� UR"' F H U F ID-1 � 0 ID-1 3 pL[�a�l���� 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 CAPE COD INFLATABLE PARK RESTROOM BUILDING 512 MAIN STREET WEST YARMOUTH, MA 02673 DDA PROJECT #21-008 0 No ANY N.Y. OF MP�vP Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn JZ.SAF Project Manager RMR P.I.C. DWD SHEET TITLE REFLECTED CEILING PLAN, FLOOR FINISH PLAN & FINISH SCHEDULE SHEET NUMBER A401 14 1 15 © 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. N M L K J H G F D C i A 2 3 4 7 8 9 10 11 12 15 14 15 ■ M L T/WALL PLATI �- g' K J H C F D C H A J1 ENALRG 1 1/2" = 1'-0" A7 /A501 ED ENTRANCE RAKE DETAIL ARGHITEGTURAL ASPHALT 5HINGLE5 ON SYNTHETIC, ROOF UNDERLAYMENT 5/5" GDX PLYWOOD ROOF SHEATHING ALUMINUM DRIP EDGE, WHITE 1X FIBER GEMENT TRIM, PAINT WHITE — 1X FIBER GEMENT FASCIA, PAINT WHITE 5/4 WOOD BLOCKING WOOD ROOF TRU55 FIBER GEMENT 5HINGLE SIDING ON RATER - RESISTIVE BARRIER - 5" LAP EXP05URE E1 ENLARGED REAR RAKE DETAIL 1 1/2" = 1'-0" Al /A202 1ST FLOOR j (Bev_96.67' v 0'-0" Al WALL SE 3" = 1'-0" A7 /A501 1 2 5 6 ARCHITEGTURAL ASPHALT 5HIN6LE5 ON 5YNTHETIG ROOF UNDERLAYMENT 5/5" GDX PLYWOOD ROOF SHEATHING ALUMINUM DRIP EDGE, WHITE 1X FIBER GEMENT TRIM, PAINT WHITE 5/4 WOOD BLOCKING 1X FIBER GEMENT FA5GIA, PAINT WHITE NOOD ROOF TRU55 FIBER GEMENT 5HINGLE SIDING ON RATER - RESISTIVE BARRIER - 5" LAP EXPOSURE ALUMINUM DRIP GAP 5/4" X 6" FIBER GEMENT TRIM BOARD, =AINT WHITE 'ROVIDE SEALANT AT SOFFIT PANEL PERIMETER §ND JOINTS 1/4" SMOOTH FIBER GEMENT SOFFIT PANEL, PAINT WHITE 1 x 3 FURRING C 16"O.C. 5/4 X 6 FRIEZE BOARD, PAINT WHITE 5/4 FIBER GEMENT TRIM BOARD 2 X 6 WOOD 5TUD5 =1BER GEMENT 5HINGLE SIDING ON NATER-RE515TIVE BARRIER - 5" LAP EXPOSURE. PAINT TO MATGH EXISTING PARK BUILDING WOOD WALL 5HINGLE5 FIBER GEMENT SHINGLE 5/8" TILE BACKER BOARD 51DING ON RATER-RE515TIVE BARRIER 5" LAP EXPOSURE. -�-- PORCELAIN WALL TILE PAINT TO MATGH EXI5TING PARK BUILDING WOOD WALL 5HINGLE5 (2) 2X6 P.T. WOOD WILL ON POLYETHYLENE FOAM SILL SEAL 1 1/4" STARTER STRIP —� CT I O CONTINUOU5 5GHLUTER JOLLY (AT) �,`.°—•�'^•� AT BOTTOM OF WALL TILE,1-YP. ANGHOR BOLT. SEE a `° STRUCTURAL ° DRAWINGS a4 z ., RE51NOU5 EPDXY FLOORING WITH INTEGRAL COVE BASE ad'Q. N - NORTH SIDE - Callout 1 7 4 5 T/WALL PLATE 91 1 ST FLOOR � (Elev 96.67) �J 0' — 0" A7 WALL SEC 1" = 1'-0" Al /A202 6 7 8 ARGHITEGTURAL ASPHALT 5HIN6LE5 ON SYNTHETIC, ROOF UNDERLAYMENT WOOD ROOF TRUSS 5/8" COX PLYWOOD ROOF 5HEATHING 2 X 4 SOFFIT BLOCKING AT 24" O.G. MAX T/WALL PLATE 9'-6" WHITE ALUMINUM DRIP EDGE 1X FIBER GEMENT TRIM, PAINT WHITE —� 1X FIBER GEMENT FASCIA, PAINT WHITE 2x 5UBFA561A —� J 11 ENLARG 1 1/2" = 1'-0" Al IA501 T/Wi r� 9' 6 J11 A501 12" 4 1/2" m 1/4" SMOOTH FIBER GEMENT SOFFIT PANEL, PAINT WHITE 2 X 4 LEDGER 5/4 X 6 FRIEZE BOARD, / PAINT WHITE 2 X 6 WOOD 5TU05 FIBER GEMENT SHINGLE 510IN6 ON WATER-RE515TIVE BARRIER - 5" LAP EXPOSURE. PAINT TO MATGH EXI5TING PARK BUILDING WOOD WALL SHINGLES ED EAVE DETAIL TION - WEST SIDE A11 WALL SECTIO 1" = 1'-0" Al /A101 9 10 11 12 N -NORTH SIDE 13 14 1ST FLOOR 0_'-0 ARCHITECTS,P.C. ADD �HffFrl:�U LE ID -flODD 3 ■ 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 CAPE COD INFLATABLE PARK RESTROOM BUILDING 512 MAIN STREET WEST YARMOUTH, MA 02673 DDA PROJECT #21-008 4 0.9 OF FRfx`��' Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn JZ/AF- Project Manager RMR P.I.C. DWD SHEET TITLE EXTERIOR WALL SECTIONS & DETAILS SHEET NUMBER A501 15 Q 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. M L K J H G F E D C B A 1 2 1 3 4 1 5 6 7 8 9 1 10 1 11 1 12 13 14 15 5/8" COX PLYWOOD ROOF SHEATHING N ARCHITECTURAL ASPHALT SHINGLE ON SYNTHETIC ROOF UNDERLAYMENT. REFER N TO ROOF PLAN 5IM I J1 � A501 ARCHITECTS, P.C. ARCn J 1/4" FIBER CEMENT PANEL. PAINT WHITE �T/WALL PLATE — — — v 9'_ 6�� M 1/2" COX PLYWOOD SHEATHING M ROOF FRAMING. REFER TO STRUCTURAL 1 x 3 FURRING @16" O.G. 1/4" SMOOTH HARDIE SOFFIT PANEL CEILINGu M �01QT/WAL_L � H UF PLATE _ — ll 5/4 FRIEZE BOARD, PAINT WHITE. ALIGN BOTTOM 9' - 6" — — — I _ _ OF FRIEZE BOARD WITH ADJACENT FRIEZE BOARD I PLA H H H`�' I > I I OUTLINE OF STRUCTURAL BEAM 4 I I I COLUMN GAP. REFER TO STRUCTURAL WHITE VINYL P05T GAP AT FENCE POSTS, TYP. LL_- ---- —------------ — — — —�-- ---- —�� 5/4 FIBER CEMENT TRIM WRAPPED WHITE SOLID VINYL FENCE 307 Washington Avenue `y _ Albany, New York 12206 USA AROUND SUPPORT BEAM, PAINT WHITE http://www.DDArch.com 1x3 FURRING AT 16" O.G. SOLID VINYL FENCE. AL50 SEE 2 1/2° REFER TO WALL 7YPE5 T: 518.463.8066 F: 518.463.8610 FLOOR PLAN 4 ELEVATIONS FOR A55EMBLY 1/4" SMOOTH HARDDE SOFFIT PANEL CEILING FIBER CEMENT SHINGLE SIDING ON CAPE COD INFLATABLE WATER-RE515TIVE BARRIER - 5" LAP Wh PARK WOOD STRUCTURAL COLUMN WITH COLUMN GAP. EXPOSURE. PAINT TO MATCH EXISTING PARK BUILDING WOOD WALL SHINGLES R ESTROO M BUILDING REFER TO STRUCTURAL K 512 MAIN STREET WEST YARMOUTH, MA 02673 J1 EXTERIOR DETAIL Jll EXTERIOR DETAIL 1 1 /2" = 1'-0" F8 /A202 1 1 /2" = 1'-0" F1 � A202 JAMES HARDIE HARDIE SHINGLE FIBER CEMENT SHINGLE SIDING 5/4 FIBER CEMENT TRIM ON WATER -RE 15TIVE BARRIER BOARD, FULL HEIGHT. (JAMES HARDIE HARDIE WRAP OR EQUIVALENT) - 5" LAP EXF05URE ROOF TRU55 ALUMINUM LOUVER FRAMING. REFER TO 1-1/4" STARTER STRIP STRUCTURAL ALUMINUM FLASHING. 1/4" GAP (DO NOT CAULK) 4 ALUMINUM ' H N FLASHING. INSTALL FLASHING BEHIND STRUCTURAL HEADER WATER-RE515TIVE BARRIER OR PER SEALANT ' 2 12" I H AT LOUVER. REFER TO SIDING MANUFACTURER REQUIREMENTS STRUCTURAL 2X WOOD FRAMING AT 5/44 FIBER CEMENT TRIM LOUVER OPENING G7 I 5/44 FIBER CEMENT TRIM DRAWIN65 PROVIDE APPROPRIATE GAP 4 SEALANT A502 T/WALL PLATE PROVIDE DOUBLE PROVIDE APPROPRIATE JAMES HARDIE HARDIE SHINGLE ROOF TRUSS FRAMING. ' _ _ _ 9' - 6" STUD AT WALL END GAP 4 SEALANT, TYP. APPROPRIATE GAP 4 SEALANT FIBER GEMENT SHINGLE SIDING ON REFER TO STRUCTURAL 2 x 4 STUD WALL FIBER CEMENT SHINGLE SIDING ON ALUMINUM LOUVER WATER-RE515TIVE BARRIER (JAMES HARDIER HARDIER WRAP OR , I DDA PROJECT #21 —008 FRAMING @ 16" O.G. MAX. WATER-RE515TIVE BARRIER - 5" EQUIVALENT) - 5" LAP EXP05URE C 1/2" COX PLYWOOD LAP EXPOSURE. PAINT TO MATCH EXISTING PARK BUILDING WOOD SHEATHING, TYP. (NOTE: JAMB SIMILAR. PROVIDE FLASHING TAPE AT OPENING AT JAMB) o C WALL SHINGLES o F1 EXTERIOR DETAIL F4 EXTERIOR DETAIL F7 EXTERIOR DETAIL c'a 1 1/2" — 1 -0 Al /A502 1 1 /2 — 1 -0 D9 /A201 1 1/2" = 1 -0 D9 /A201 ARCHITECTURAL ASPHALT SHINGLES ON 1/4" SMOOTH HARDIE SYNTHETIC, ROOF UNDERLAYMENT SOFFIT PANEL CEILING / ( Y. WOOD ROOF TRU55 q1 FENCE P057 GAP ABOVE 5 1/2" 5/8" GDX PLYWOOD ROOF 1 x 3 FURRING @16" O.G. 12" WHITE FENCE P05T 5/4 FIBER CEMENT TRIM BOARD, FULL HEIGHT. SHEATHING 2" stamp WHITE SOLID VINYL FENCE 2 X 4 SOFFIT BLOCKING SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01 /22 PROVIDE APPROPRIATE AT 24" O.G. MAX 5/4 FIBER CEMENT WALL GAP 4 SEALANT, TYP. WHITE ALUMINUM DRIP EDGE GAP, SLOPE TO SHED E wATER r _ _ _ _T/WALL PLATE — — — — E IJJ 9' - 6"— 1 1X FIBER CEMENT TRIM, PAINT WHITE 1/2" `- 1X FIBER CEMENT FASCIA, PAINT WHITE — TYP. 5/4 x4 FIBER CEMENT TRIM I 2x 5UBFA5GIA 01 1/4" SMOOTH FIBER CEMENT SOFFIT PANEL, PAINT WHITE FIBER CEMENT SHINGLE REFER TO WALL TYPE FOR A55EMBLY 2 X 4 LEDGER SIDING ON WATER-RESI5TIVE 5 1/2 5/4 FIBER CEMENT TRIM WRAPPED AROUND SUPPORT BEAM, PAINT WHITE SUPPORT 5 BARRIER - 5 LAP FIBER CEMENT SHINGLE SIDING BEAMS. REFER D EXPOSURE. PAINT TO MATCH ON WATER-RE515TIVE BARRIER - o 5TRUCTURAL WOOD COLUMN WITH COLUMN TO STRUCTURAL F1 EXISTING PARK BUILDING 5" LAP EXPOSURE. PAINT TO GAP. REFER TO STRUCTURAL DRAAING5 DRAWING5 A502 WOOD WALL 5HIN6LE5 MATCH EXISTING PARK BUILDING WOOD WALL 5HINGLE5 C4 EXTERIOR DETAIL C7 EXTERIOR DETAIL m 1 1/2" = 1'-0" Al /A101 1 1/2" = 1'-0" Al JA502 C REFER TO WALL TYPE FOR A55EMBLY71 (2) 2x4 P.T. BOTTOM PLATES 5 1/2" VINYL FENCE BEYOND I ANCHORED TO SLAB STRUCTURAL WOOD COLUMN 4 COLUMN Ai ALUMINUM Z-FLA5HING, TYP. 5/4 FIBER CEMENT TRIM BOARD, BASE. REFER TO STRUCTURAL DRAWINGS A502 1ST FLOOR Dawn Project Manager P.I.C. FULL HEIGHT. TYP. AT OUT5IDE ' 5/4 FIBER CEMENT TRIM = CORNERS _ Elev 96.67') /1 '.a,° 1) Z /AF R M R D W D WALL BASE + _ T ° <:, <a ` e a 0' - 0`� 1ST FLOOR 1ST FLOOR +_ ; B SHEET TITLE (Elev 96.67) 01 - 0" (Elev_96.67' — — — ' '� — — — —_— — —�� PROVIDE APPROPRIATE GAP 4 0' ' 0" — " - o Q EXTERIOR WALL 5EALANT,TYP. _ e,aoa :.®;. as . °.a FIBER CEMENT 5HINGLE SIDING ON SECTIONS & DETAILS WATER -RESISTIVE BARRIER - 5" LAP EXPOSURE. PAINT TO MATCH EXISTING PARK BUILDING WOOD A WALL SHINGLES A SHEET NUMBER Al EXTERIOR DETAIL A4 EXTERIOR DETAIL A7 EXTERIOR DETAIL All WALL SECTION A502 1 1/2" = 1'-0" Al /Al01 1 1/2" = 1'-0" Al /A101 1 1/2" = 1'-0" Al IA502 1" = 1'-0" FlWA202 1 I ? ; 4 1 1 I R 7 R I Q 1n 1', 1 1 14 1 Q 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. N L K1 N.T.S. K J H E I I G B A 2 3 4 5 6 8 9 10 12 DOOR NO. LOCATION FROM LOCATION TO DOOR WIDTH DOOR HEIGHT DOOR THICKNESS DOOR TYPE DOOR MATERIAL DOOR FIN15H FIRE RATING GLAZING THRESHOLD FRAME TYPE FRAME MATERIAL FRAME FIN15H HEAD DETAIL JAMB DETAIL SILL DETAIL HARDWARE SET REMARKS 101 MEWS 101 EXTERIOR 3' - 0" T - 0" 1 3/4" 1 GALV HM P -- -- ALUM A 6ALV HM P G13/A601 A13/A601 A10/A601 1 PAINT WHITE 102 WOMEN'S 102 EXTERIOR 5 - 0" T - 0" 1 3/4" 1 GALV HM P -- -- ALUM A GALV HM P G13/A601 A13/A601 A10/A601 1 PAINT WHITE 103 JANITORS CLOSET 103 EXTERIOR 3' - 0" T - 0" 1 3/4" 1 GALV HM P -- -- ALUM A GALV HM P G13/A601 A13/A601 A10/A601 2 PAINT WHITE 104 EXTERIOR CHANGING ROOM 3' - 0" 8' - 0" -- -- VINYL -- -- -- -- -- -- -- -- -- -- -- PROVIDE LOCKABLE GATE HARDWARE 105 EXTERIOR CHANGING ROOM 3' - 0" 5' - 0" -- -- VINYL -- -- -- -- -- -- -- -- -- -- -- PROVIDE LOCKABLE GATE HARDWARE 106 EXTERIOR CHANGING ROOM 3' - 0" 5' - 0" -- -- VINYL -- -- -- -- -- -- -- -- -- -- -- PROVIDE LOCKABLE GATE HARDWARE 107 EXTERIOR CHANGING ROOM 3' - 01,11 8' - 0" -- -- VINYL -- -- -- -- -- -- -- -- -- -- -- PROVIDE LOCKABLE GATE HARDWARE DOOR SCHEDULE NOT USED 1 1 2 1 3 1 4 1 5 1 6► 7 1 8 1 9 * 3-4 r TYPE A GEGO DOB NAILER FRAME OR EQUAL H10 FRAME TYPE N.T.S. E10 N.T.S. EXTERIOR DOOR 5WEEP A5 5CHEDULEL le AS 5GHD TYPE 1 FLUSH HOLLOW METAL DOOR DOOR TYPE MEET ROOM/ 13 14 15 DOOR AND WINDOW GENERAL NOTES 1. REFER TO SHEETS 6001 AND A001 FOR ADDITIONAL INFORMATION. 2. REFER TO DESCRIPTIONS OF DOOR HARDWARE. IF SUBSTITUTIONS OF DOOR5 AND/OR HARDWARE ARE PRESENTED FOR CONSIDERATION, THE CONTRACTOR 15 RESPON51BLE TO COORDINATE ASSOCIATED HARDWARE AND PROVIDE ALL COMPONENTS FOR A COMPLETE HARDWARE 5Y5TEM FOR THE AFFECTED DOORS. 3. MAINTAIN DOOR CLEARANCES PER 521 GMR 26, U.N.O. 4. DOOR HARDWARE TO COMPLY WITH OWNER'S STANDARDS. 5. GOORDINATE FINAL KEYING WITH OWNER. PROVIDE KEY5 PER 5PEGIFIGATION5. 6. PROVIDE DOUBLE 5TUD5 AT ALL JAMB LOCATIONS. ABBREVIATIONS GALV HM: GALVANIZED HOLLOW METAL P: PAINT ALUM: ALUMINUM Q� - - . - --I1�L�1«Z�77 41111111111 STANDARD HINGE5: 0.180 GAUGE HEAVY WEIGHT BALL -BEARING FULL MORTISE HINGE, 4-1/2" x 4-1/2" COMMERCIAL GRADE 51LENGER5: BHMA GRADE 1: NEOPRENE OR RUBBER, MIN. 1/2" DIA., FABRICATED FOR DRILLED IN APPLICATION TO FRAME, PROVIDE (3) AT EACH DOOR WITH LOGK5ET. LOGK5ET5: BEST 93K HEAVY DUTY LINE CYLINDRICAL LOGK5ET5; 140 (ADA CONTOUR ANGLE TURN WITH 3 1/2" CONVEX R05E OR E5GUTGHEON); 53 (41/5" STRIKE FOR 1 3/4" DOORS); PROVIDED WITH UN-GOMBINATED GORE, E SERIES 7-PIN (GORE 51ZE), E TYPE (KEYWAY), AND ALL ITEMS TO BE SATIN CHROMIUM FINISH. USE PLASTIC 015POSABLE GORE DURING CONSTRUCTION. COORDINATE KEYING WITH OWNER. LOGK5ET FUNCTIONS: STOREROOM (F86) GL05ER5: LGN 4040 NON -HANDED WITH #30495GN5 SPRING HOLD -OPEN GUSH ARM WITH GUSH SHOE SUPPORTS AS REQUIRED, AND MOUNTED ON PUSH SIDE OF DOOR; ADJUST ALL GLO5ER5 TO COMPLY WITH ADAAG 5 LB MAXIMUM OPENING FORGE. DEADBOLT: BEST T-5ERIE5 TUBULAR DEADBOLT5; ST3 SERIES; 5-GLA55ROOM ONE-WAY DEADBOLT FUNCTION (ANSI E2111) PUSH/PULL: IVES 8200/8302; 4"X16"; U526D FIN15H SADDLE THRESHOLD: ZERO INTERNATIONAL 655; ALUMINUM MILL FIN15H WEATHERSTRIPPING: ZERO INTERNATIONAL 326; ALUMINUM CLEAR ANODIZED FINISH DOOR 5WEEP: ZERO INTERNATIONAL 331; ALUMINUM CLEAR ANODIZED FINISH KICK PLATE: IVES 5400; 12" HIGH; U5260 FIN15H DOOR HARDWARE SCHEDULE 5ET NO. INDIVIDUAL HARDWARE COMPONENT5 1 3 QTY 5TANDARD HINGE5 1 QTY DEADBOLT 1 QTY CLOSER 1 QTY THRESHOLD 2 QTY KICK PLATE 1 SET WEATHER STRIPPING 1 QTY DOOR 5AEEP 2 3 QTY STANDARD HINGES 1 QTY LOCK5ET 1 QTY CLOSER 1 QTY THRE5HOLD 2 QTY KICK PLATE 1 SET WEATHER STRIPPING 1 QTY DOOR 5WEEP 5/5" TILE BACKER BOARD WALL TILE 2x6 HEADER SEALANT 5/4 x 4 FIBER — CEMENT DOOR TRIM. PAINT WHITE 6 3/4" C13 I DOOR HEAD WTOR'S CLOSET I 1 1/2" = V-0" 4RESHOLD 5 5GHEDULED HOLLOW METAL NAILER DOOR FRAME FIBER CEMENT 51DING 1/2" PLYWOOD LAP SIDING STARTER COURSE FIBER CEMENT STARTER STRIP Z-FLA5HING 5/4" x 4" FIBER CEMENT DOOR TRIM. PAINT WHITE HOLLOW METAL NAILER DOOR FRAME 5/4 x 4 FIBER CEMENT DOOR TRIM. PAINT WHITE SEALANT BOTH SIDES. (TYP.) 5/8" TILE BACKER BOARD WALL TILE ONOOD :EMENT SIDING ?E 2X6 DOUBLE 5TUD5 AT ,IB LOCATIONS. „ FIBER CEMENT DOOR TRIM. PAINT WHITE A10 DOOR SILL A13 DOORJAMB 3" = 1'-0" 1 1/2" = 1'-O" 10 11 12 13 14 15 % i ARCH1TECTS,P.C. �OMD 0� P"' LAH H 0H8 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 CAPE COD INFLATABLE PARK RESTROOM BUILDING 512 MAIN STREET WEST YARMOUTH, MA 02673 DDA PROJECT #21-008 N.Y. �l Il f OF PAPSS�C� Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn JZ/AF Project Manager R M R P.I.C. DWD SHEET TITLE DOOR DETAILS, INTERIOR DETAILS, FINISH SCHEDULE SHEET NUMBER A601 Q 2020 DEMBLING + DEMBLING ARCHITECTS, P.C, N M K J H G E E D G I A 1 2 3 4 5 1 6 7 I 9' 10 12 13 14 15 N M L K J H G F I ■ G ■ BUILDING WALL 2"x2"x3/16" ANGI FRAMING ALL Al 1 NOT TO SCALE DINATE LOUVER LND LOCATION CONTRACTOR iENERAL TRUCTION 0 ITY BACKDRAFT ER RE SHOWN ON INTAKE LOUVER DETAIL MECHANICAL GENERAL NOTES A. ALL PIPING IS TO BE RUN CONCEALED IN FINISHED AREAS. COORDINATE PIPING INSTALLATION WITH WORK OF OTHER TRADES TO ENSURE CONCEALMENT. B. COORDINATE ALL EQUIPMENT LOCATIONS AND INSTALLATION WITH THE WORK OF OTHER TRADES. COORDINATE EQUIPMENT WITH WALL, CEILING, AND FLOOR FINISHES. C. COORDINATE DIFFUSER AND GRILLES LOCATIONS WITH LIGHTING, FIRE DETECTION, AND CEILING. COORDINATE DUCTWORK WITH LIGHTING AND PIPING INSTALLERS TO ALLOW CLEARANCE FOR LIGHT FIXTURES, PIPING, AND WORK OF ALL OTHER TRADES. D. COORDINATE LOUVER, DIFFUSER, AND GRILLE FRAME TYPES TO MATE AND MATCH ADJACENT WALL AND CEILING CONSTRUCTION. E. PROVIDE MANUAL BALANCING DAMPERS FOR ALL DUCT BRANCHES SERVING SUPPLY DIFFUSERS, RETURN AIR GRILLES, LINEAR SLOTS, AND EXHAUST AIR GRILLES. F. UNLESS OTHERWISE NOTED, PROVIDE DRAINS AT ALL LOW POINTS AND VENTS AT ALL HIGH POINTS. DRAINS SHALL BE CONSTRUCTED WITH 3/4" BALL VALVE WITH HOSE CONNECTION AND END CAP. G. VERIFY THAT EQUIPMENT MATCHES FIELD VOLTAGE. COORDINATE WITH ELECTRICAL CONTRACTOR FOR REQUIREMENTS PRIOR TO ORDER. H. INSTALLATION SHALL PROVIDE FOR SERVICE ACCESS AREAS AND COIL PULLS. CONFIRM LOCATIONS AND SERVICEABILITY PRIOR TO ORDER. I. COORDINATE ANY INTERRUPTION OF UTILITY SERVICES WITH OWNER. J. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL WORK. REFER TO STRUCTURAL DRAWINGS FOR EXACT LOCATIONS OF BUILDING STRUCTURAL ELEMENTS. COORDINATE ALL EQUIPMENT LOCATIONS, CONCEALMENT, AND SURFACE FINISH TREATMENTS WITH WORK OF ALL TRADES. IN ANY CASE OF DISCREPANCY BETWEEN THE PLANS OR IN ANY CASE WHERE SUCH ISSUES REQUIRE CLARIFICATION, NOTIFY ENGINEER IN WRITING. K. ALL PIPING AND DUCTWORK SIZES INDICATED ARE MINIMUM SIZES. LARGER SIZES MAY BE INSTALLED BY THE CONTRACTOR IN ALL CASES. EXISTING SURFACES, SUBSTRATES, OR STRUCTURE WHICH ARE PENETRATED, ALTERED, OR DAMAGED IN ANY WAY BY THE WORK ASSOCIATED WITH THIS CONTRACT SHALL BE REPAIRED SO AS TO MATCH ORIGINAL SURFACE, SUBSTRATE, OR STRUCTURE. L. ALL SURFACE MOUNTED EQUIPMENT SHALL BE FASTENED WITH ANCHORS OR FASTENERS AS SPECIFIED FOR THE SUBSTRATE. PLASTIC OR FIBER SHIELDS ARE NOT ACCEPTABLE. M. DRAWINGS ARE DIAGRAMATIC, AND DO NOT SHOW ALL RISES, DROPS, OFFSETS, AND ROUTING TO AVOID OBSTRUCTIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD CONDITIONS REQUIRING ADDITIONAL MATERIAL QUANTITIES. N. EXISTING CONDITIONS ARE TAKEN FROM FIELD OBSERVATIONS AND PRIOR CONSTRUCTION DOCUMENTS, WHEN AVAILABLE. THE LOCATIONS SHOWN MUST BE CONSIDERED APPROXIMATE. OTHER SUCH WORK MAY EXIST, HOWEVER LOCATION AND SIZE ARE NOT PRESENTLY KNOWN. IT IS STRONGLY ENCOURAGED TO VISIT SITE PRIOR TO BID TO REVIEW EXISTING CONDITIONS AND CONFIRM SCOPE OF WORK. COORDINATE SITE WORK WITH ALL TRADES. 0. REFER TO DRAWING M000 FOR PROJECT DETAILS APPLICABLE TO ALL DRAWINGS REGARDLESS OF WHETHER OR NOT THEY ARE SPECIFICALLY REFERENCED. P. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES AS REQUIRED FOR THE COMPLETE INSTALLATION DESIGNED IN THE CONTACT DRAWINGS TO PERFORM AS DESCRIBED IN THE SEQUENCE OF OPERATIONS. PROVIDE WIRING AND CONDUIT REQUIRED TO CONNECT DEVICES, CONTROL WIRING IS DEFINED AS WIRING UP AND INCLUDING 120 VOLTS. INSTALL WIRING IN ACCORDANCE WITH REQUIRMENTS OF "ELECTRICAL WIRING" IN SECTION 230504 AND THE NATIONAL ELECTRIC CODE. PROVIDE ALL REQUIRED DEVICES FOR PROPER SYSTEM OPERATION, INCLUDING ELECTRICAL SWITCHES, TRANSFORMERS, RELAYS, PUSHBUTTON STATIONS ETC. ALL ACTUATION OF DAMPERS SHALL BE ELECTIC. EXHAUST FAN REF-101 & REF-102 SEQUENCE OF OPERATIONS OCCUPIED MODE: WHEN THE TIME CLOCK IS ON OCCUPIED SCHEDULE THE EXHAUST FANS REF-101 AND REF-102 SHALL START AND THE GRAVITY BACKDRAFT DAMPERS AT INTAKE LOUVERS RLV-A AND RLV-B SHALL OPEN. UNOCCUPPIED MODE: WHEN THE TIME CLOCK IS ON UNOCCUPIED SCHEDULE THE EXHAUST FANS REF-101 AND REF-102 SHALL SHUT DOWN AND THE GRAVITY BACKDRAFT DAMPERS AT INTAKE LOUVERS RLV-A AND RLV-B SHALL CLOSE, D8 EXHAUST FAN CONTROLS NOT TO SCALE RESTROOM BLDG FAN SCHEDULE UNIT NO. LOCATION SERVICE FAN CHARACTERISTICS MOTOR CHARACTERISTICS MANUFACTURER & MODEL NO. REMARKS TYPE BLADE TYPE CFM S.P. (In. WC) FLA (AMP) FAN RPM SONES DRIVE RPM WATTS VOLTS HZ PH STARTER REF-101 ABOVE 101 MEN'S ROOM EXHAUST WALL PROPELLER ALUM. 650 0.2 0.2 1471 8 DIRECT 1550 30 120 60 1 SOLID STATE GREENHECK SE1-12-426-D REF-102 ABOVE 102 WOMEN'S ROOM EXHAUST WALL PROPELLER ALUM. 650 0.2 0.2 1471 8 DIRECT 1550 30 120 60 1 SOLID STATE GREENHECK SE1-12-426-D 1,2,3,4,5,6 REMARKS: 1. PROVIDE BACKDRAFT DAMPER. 2. PROVIDE SOLID STATE SPEED CONTROL. 3. PROVIDE UNIT MOUNTED DICONNECT SWITCH. 5. PROVIDE SPRING ISOLATORS CEILING MOUNTED TYPE. RESTROOM BLDG LOUVER SCHEDULE UNIT NO. LOCATION SERVICE TYPE MATERIAL FINISH FREE AREA (Sq. Ft.) DIMENSIONS (APPROX.) AIR PERFORMANCE MANUFACTURER & MODEL NO. REMARKS WIDTH (In.) HEIGHT (In.) DEPTH (In.) AIR FLOW CFM VEL (FPM) MAX P.D. (In. WC) RLV-A WEST WALL INTAKE FIXED DRAINABLE HORIZONTAL ALUMINUM KYNAR 1.0 36 12 4 650 650 0.05 AWV LE-23 1,2 RLV-B WEST WALL INTAKE FIXED DRAINABLE HORIZONTAL ALUMINUM KYNAR 1 1.0 36 12 4 650 650 0.05 AWV LE-23 1,2 HVAC SYMBOL LIST SYMBOL DESCRIPTION SYMBOL DESCRIPTION EXISTING WORK TO BE REMOVED A COMPRESSED AIR POINT OF CONNECTION VENT —BB B BOILER BLOW DOWN POINT OF DISCONNECTION CS CONDENSER WATER SUPPLY CR CONDENSER WATER RETURN O DRAWING KEYNOTE CWS CHILLED WATER SUPPLY CWR CHILLED WATER RETURN DEMOLITION KEYNOTE D DRAIN FOF FUEL OIL FILL MBH THOUSAND BTU/HOUR FOG FUEL OIL GAUGE NTS NOT TO SCALE —FOS— FUEL OIL SUPPLY (E) EXISTING FOR FUEL OIL RETURN (L) ACOUSTIC THERMAL LINING - 1-1/2" THICK FOV FUEL OIL TANK VENT (2L) ACOUSTIC THERMAL LINING - 2" THICK G GAS (DBL) DOUBLE WALL LINED DUCT GS GLYCOL SUPPLY FPM FEET PER MINUTE GR GLYCOL RETURN CFM CUBIC FEET PER MINUTE HPWS HEAT PUMP WATER SUPPLY AFF ABOVE FINISHED FLOOR HPWR HEAT PUMP WATER RETURN AD ACCESS DOOR HWS HOT WATER SUPPLY Wm WALL TO WALL HWR HOT WATER RETURN G.C. GENERAL CONTRACTOR LIPS LOW PRESSURE STEAM M,C. MECHANICAL CONTRACTOR —LPC— LOW PRESSURE CONDENSATE P.C. PLUMBING CONTRACTOR MPS MEDIUM PRESSURE STEAM E.C. ELECTRICAL CONTRACTOR —MPC— MEDIUM PRESSURE CONDENSATE N.O. NORMALLY OPEN —HPS— HIGH PRESSURE STEAM N.C. NORMALLY CLOSED —HPC— HIGH PRESSURE CONDENSATE ' ' ' ' ' ' ' ' ' ' ' ' 1 ' FLEXIBLE DUCTWORK PC PUMPED CONDENSATE AxB FO DUCT SECTION - FLAT OVAL (FO) RD REFRIGERANT DISCHARGE RL REFRIGERANT LIQUID O 12" ROUND DUCT - IN INCHES RS REFRIGERANT SUCTION HG HOT GAS ® DUCT SECTION - SUPPLY VAC VACUUM CW DOMESTIC COLD WATER LA DUCT SECTION -RETURN T D TRIPLE DUTY VALVE - GLOBE VALVE A B WIDTH A x DEPTH B i BALL VALVE GATE VALVE TRANSITION SQUARE TO ROUND CONTROL VALVE THREE WAY CONTROL VALVE RISE IN DUCT - IN DIRECTION OF AIRFLOW R.. \� CHECK VALVE DROP IN DUCT - IN DIRECTION OF AIRFLOW SUPPLY DUCT TURNING UP OR DOWN BALANCING VALVE D BUTTERFLY VALVE DN 24x12 UP IT RELIEF VALVE DN[]J24A UP RETURN DUCT TURNING UP OR DOWN Pam— PRESSURE REDUCING VALVE PRESSURE/TEMPERATURE TEST PLUG N T- x N 6" BOOT TAP 14x8 SUPPLY/RETURN RECTANGULAR MAIN RECTANGULAR BRANCH SINGLE LINE PIPE CONTINUED t DOUBLE LINE PIPE OR ROUND DUCT CONTINUED DOUBLE LINE RECTANGULAR DUCT CONTINUED N x N 6" BOOT TAP 14" SUPPLY/RETURN RECTANGULAR MAIN ROUND BRANCH AIR FLOW PIPE ANCHOR PIPE GUIDE - CONICAL TEE ` 14" SUPPLY/RETURN ROUND MAIN ROUND BRANCH EXPANSION COMPENSATOR WITH GUIDES cz:� PRE-FAB EXPANSION LOOP STRAINER LATERAL 00 14" SUPPLY/RETURN ROUND MAIN ROUND BRANCH PRESSURE GAUGE o - THERMOMETER UNION -- i V AIR VENT MITERED ELBOW WITH TURNING VANES ■ TT THERMOSTATIC TRAP ■ FT FLOAT & THERMOSTATIC TRAP ■ TD THERMODYNAMIC TRAP ■ BT BUCKET TRAP SUPPLY DIFFUSER, REGISTER OR GRILLE 4 DIRECTION OF FLOW —G REDUCER RETURN REGISTER CAP OR PLUG D ELBOW DOWN EXHAUST GRILLE ELBOW UP BOTTOM TAP FIN TUBE RADIATION ----------- AAD AUTOMATIC AIR DAMPER 0 VALANCE FD FIRE DAMPER ------------ -- --- SD SMOKE DAMPER A B C REGISTER, GRILLE OR DIFFUSER TAG A = TYPE B =NECK SIZE _C FM ------------- FSD COMBINATION FIRE/SMOKE DAMPER ------------- BDD BACK DRAFT DAMPER -------------- FC FLEX CONNECTOR - DUCTWORK IB LINEAR DIFFUSER TAG A = TYPE B = NECK SIZE C = DIFFUSER LENGTH D = CFM -------------- MD MOTORIZED DAMPER — BG BLAST GATE — VOLUME DAMPER SUCTION DIFFUSER FT -A B C D FIN TUBE RADIATION TAG FT -A = TYPE B = FIN TUBE LENGTH C = ENCLOSURE LENGTH D = GPM FLEXIBLE CONNECTOR - PIPING DRAIN VALVE WITH HOSE CONNECTION, CAP AND CHAIN Fs Q WATER FLOW SENSOR A - B C RADIANT CEILING PANEL TAG A = TYPE B = LENGTH Ts WATER TEMPERATURE SENSOR sP STATIC PRESSURE SENSOR HUMIDISTAT TB VALANCE TAG A = TYPE = COIL SIZE C = COOLING GPM D = HEATING GPM s� TEMPERATURE SENSOR © CARBON DIOXIDE SENSOR 0B CARBON MONOXIDE SENSOR GAS SENSOR AIR TERMINAL UNIT AND TAG (OPTION 1) E PNEUMATIC/ELECTRIC THERMOSTAT 0 G @ G THERMOSTAT/SENSOR WITH GUARD A B C AIR TERMINAL UNIT TAG (OPTION 2) A = UNIT NO. B = MAXIMUM CFM C = MINIMUM CFM oso DUCT SMOKE DETECTOR REMARKS: A 1. PROVIDE BIRD SCREEN. 2. COLOR BY ARCHITECT. 1 2 3 4 5 6 7 g 9 10 11 12 13 14 15 ARCH ITECTS,P.C. N M AFD-)nCMffECUUFD-1E L1 LI ■ oHUEMD oDFQS ■ pLAHH0H" L 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK RESTROOM BUILDING 512 MAIN STREET WEST YARMOUTH, MA 02673 K ENGiNEERiNG Mechanical/Electrical Engineering Consultants Capital District I Rochester ! Buffalo I Syracuse 433 STATE STREET, SUITE 410 mrere+ans 51&5332171 SCHENECTADY, NY 12305 www.m gmeering,c— J H DDA PROJECT #21-008 G PLC � M S o � MEG ANICAL ENGINEER N0.54230 G/STF- 6 ��k�NAC Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 E D G Drawn CDM Project Manager BAB P.I.C. MEK SHEET TITLE LEGEND, ABBREVIATIONS AND NOTES B SHEET NUMBER M000 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. I L K i H G E E D G a A 1.3 1.4 1.5 1.6 ?.1 2 PART 1 - GENERAL 3 WORK INCLUDED A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED FOR THE COMPLETE INSTALLATION DESIGNED IN CONTRACT DOCUMENTS. QUALITY ASSURANCE A. DUCTWORK SHALL BE FABRICATED AND INSTALLED IN COMPLIANCE WITH LATEST EDITION OF THE FOLLOWING STANDARDS. 1. SMACNA DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE DUCTWORK. 2. SMACNA DUCT LINER APPLICATION STANDARD. 3. SMACNA HVAC AIR DUCT LEAKAGE TEST MANUAL. 4. 2015 INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION CODE. 5. NFPA STANDARD 96. 6. PLANS AND SPECIFICATIONS WHICH EXCEED THE REQUIREMENTS IN ANY OF THE REFERENCED STANDARDS. 2.3 7. 2015 INTERNATIONAL MECHANICAL CODE. B. ALL SHEET METAL SHALL BE FABRICATED AND INSTALLED BY AN EXPERIENCED CONTRACTOR SPECIALIZING IN THIS TYPE OF WORK. C. ALL DUCTWORK AND FITTINGS SHALL HAVE A COMPUTER GENERATED LABEL AFFIXED TO THE EXTERIOR SURFACE OF EACH SECTION, DETAILING ALL APPLICABLE INFORMATION INCLUDING THE DUCT DIMENSIONS, GAUGE, REINFORCEMENT TYPE/CLASS AND CONNECTION TYPE BY SYSTEMS MANUFACTURER. GALVANIZING THICKNESS SHALL BE CLEARLY STENCILED ON EACH DUCT SECTION. D. ALL DUCTWORK ON THE PROJECT SHALL MEET THE SMACNA DUCT CLEANLINESS FOR NEW CONSTRUCTION GUIDELINES, "ADVANCED LEVEL" OF DUCT CLEANLINESS FOR PRODUCTION, DELIVERY, STORAGE AND INSTALLATION OF DUCTWORK. SUBMITTALS A. DUCTWORK SHOP DRAWINGS. B. DUCT ACCESS DOORS. C. FLEXIBLE DUCT. D. SUBMIT A COMPLETE SHOP STANDARD MANUAL INCLUDING MISCELLANEOUS MATERIALS, AND CONSTRUCTION DETAILS FOR ALL SHOP FABRICATED MATERIALS INCLUDING, BUT NOT LIMITED TO, VOLUME DAMPERS, TURNING VANES, DUCT SEALANT, EQUIPMENT FLEXIBLE CONNECTIONS, ACCESS DOORS, FLEXIBLE DUCT, ACOUSTICAL DUCT LINING, ETC. GENERAL A. ALL ADHESIVES, SEALANTS, PRIMERS AND PAINT USED FOR DUCTWORK IN THE INTERIOR OF THE BUILDING SHALL COMPLY WITH THE MAXIMUM VOLATILE ORGANIC COMPOUND (VOC) LIMITS CALLED FOR IN THE CURRENT VERSION OF U.S. GREEN BUILDING COUNCIL LEED CREDITS EQ 4.1 AND EQ 4.2. DUCTWORK CLASSIFICATION A. DUCT SYSTEMS ARE TO BE CLASSIFIED AND CONSTRUCTED PER THE SMACNA VELOCITY -PRESSURE CLASSIFICATION SYSTEM AS FOLLOWS: 1. ALL DUCTWORK SHALL BE CONSTRUCTED FOR A MINIMUM PRESSURE CLASS OF 2 IN. W.G. (UNLESS STATED OTHERWISE) FOR THE FOLLOWING SYSTEMS, AS APPLICABLE: a. SUPPLY DUCT DOWNSTREAM OF TERMINAL UNITS. b. TYPICAL LOW PRESSURE SUPPLY DUCTWORK. C. TYPICAL RETURN DUCTWORK. d. TYPICAL LOW PRESSURE EXHAUST DUCTWORK. 2. SUPPLY DUCT UPSTREAM OF TERMINAL UNITS SHALL BE CONSTRUCTED FOR A MINIMUM PRESSURE CLASS OF 3 IN. W.G. UNLESS OTHERWISE STATED OR REQUIRED AS PER BELOW. 3. PRESSURE CLASSES ABOVE 3 IN. W.G. SHALL BE PROVIDED AS FOLLOWS, BASED UPON THE EXTERNAL STATIC PRESSURE AS SCHEDULED FOR EACH SPECIFIC FAN. SCHEDULED EXTERNAL STATIC PRESSURE PRESSURE CLASS OVER 3 IN. UP TO 4 IN. W.G. 4 IN. W.G. OVER 4 IN. UP TO 6 IN. W.G. 6 IN. W.G. OVER 6 IN. UP TO 10 IN. W.G. 10 IN. W.G. DUCTWORK SHOP DRAWINGS A. PREPARE MINIMUM 1/4 IN. SCALE DRAWINGS: 1. DETAILED DUCTWORK SHOP DRAWINGS SHALL INCLUDE SIZE, LAYOUTS AND PRESSURE CLASSIFICATIONS. ANY DUCTWORK INSTALLED WITHOUT BENEFIT OF REVIEW BY THE ENGINEER OF RECORD MAY BE SUBJECT TO REPLACEMENT AT THE EXPENSE OF THE CONTRACTOR. 2. CONSTRUCTED FROM ACTUAL FIELD INSPECTIONS AND MEASUREMENTS SO AS TO ASSURE A COMPLETE JOB. 3. INCORPORATE DIMENSIONS OF ACTUAL EQUIPMENT PROPOSED FOR USE ON THE PROJECT. 4. SHOWING ADEQUATE SECTIONS, ELEVATIONS, AND PLAN VIEWS AND INDICATING THE BOTTOM OF DUCTWORK ELEVATIONS FROM THE FINISHED FLOOR, 5. INDICATING ALL VOLUME DAMPERS, FIRE DAMPERS, SMOKE DAMPERS, DAMPER ACCESS DOORS AND OTHER ACCESSORIES REQUIRED FOR A COMPLETED PROJECT. B. CALL TO THE ATTENTION OF THE ENGINEERS IMMEDIATELY, ANY MAJOR DEVIATIONS FROM THE CONTRACT DRAWINGS, WHICH MUST BE MADE. ALL DEVIATIONS SHALL BE DOCUMENTED IN WRITING. C. INDICATE ROOF, WALL AND FLOOR OPENING DIMENSIONS AND LOCATIONS SHOWN ON SHOP DRAWINGS. D. SUBMIT PRINTS TO EACH CONTRACTOR OF THE OTHER TRADES FOR REVIEW FOR INTERFERENCE'S AND COORDINATION WITH THEIR WORK. PART 2-PRODUCTS DUCTWORK MATERIALS A. UNLESS OTHERWISE CALLED FOR, PROVIDE MATERIALS IN ACCORDANCE WITH EXHIBIT I AT THE END OF THIS SECTION. SQUARE AND RECTANGULAR DUCTWORK A. MATERIALS: 1. GALVANIZED SHEETMETAL: COMPLY WITH ASTM A653 AND A924, WITH G902275 COATING. 2. STAINLESS -STEEL SHEETS: COMPLY WITH ASTM A 480/A 480M, TYPE 304 OR 316, AS INDICATED IN EXHIBIT "I'; COLD ROLLED, ANNEALED, SHEET. EXPOSED SURFACE FINISH SHALL BE NO. 2B, NO. 2D OR NO. 3 AS INDICATED IN EXHIBIT "I". 3. ALUMINUM SHEETS: COMPLY WITH ASTM B 209 (ASTM B 209M) ALLOY 3003, H14 TEMPER; WITH MILL FINISH FOR CONCEALED DUCTS, AND STANDARD, ONE -SIDE BRIGHT FINISH FOR DUCT SURFACES EXPOSED TO VIEW. 4, GAUGES PER SMACNA HVAC DUCT CONSTRUCTION STANDARDS, METAL AND FLEXIBLE. B. TRANSVERSE AND LONGITUDINAL DUCT SEAMS REINFORCEMENT SHALL CONFORM TO APPROPRIATE TABLES AND FIGURES PER SMACNA VELOCITY -PRESSURE CLASSIFICATION FOR DUCT CONSTRUCTION. 4 5 6 1. TRANSVERSE JOINTS SHALL BE SEALED WITH DUCT JOINT SEALANT. "DUCTMATE" OR "NEXUS" 4-BOLT CONNECTION SYSTEMS MAY BE USED IN LIEU OF STANDARD CONSTRUCTION. 2. FIELD ASSEMBLED LONGITUDINAL SEAMS SHALL BE SEALED WITH DUCT SEALANT. FACTORY OR SHOP FABRICATED ROLLED OR MACHINE PRESSED LONGITUDINAL SEAMS DOES NOT REQUIRE SEALANT. C. CORNER CLOSURES SHALL BE REQUIRED AS DESCRIBED AND ILLUSTRATED BY SMACNA DUCT CONSTRUCTION STANDARDS. D. THROAT RADIUS ON ALL ELBOWS SHALL NOT BE LESS THAN THE DIMENSION OF THE DUCT PLANE OF RADIUS. WHERE THIS CANNOT BE MAINTAINED, USE SHORTER RADIUS WITH INTERNAL GUIDE VANES, OR SQUARE ELBOW WITH TURNING VANES. E. BRACING AND HANGING OF DUCTWORK SHALL BE PER SMACNA STANDARDS FOR SIZE AND SYSTEM CLASS OF DUCTWORK BEING USED. F. ANY TRANSFORMATIONS SHALL NOT REDUCE THE DUCTWORK CROSS - SECTIONAL AREA. MAXIMUM ANGLE IN STRAIGHT DUCT, 20 FOR DIVERGING FLOW AND 30 FOR CONTRACTION FLOW. TRANSFORMATION FROM SQUARE TO ROUND OR FLAT TO OVAL SEAMS WELDED OR BRAZED. ROUND DUCTWORK A. STANDARD ROUND DUCTWORK: 1. MATERIALS: a. GALVANIZED SHEETMETAL: COMPLY WITH ASTM A653 AND A924, WITH G90/Z275 COATING. b. STAINLESS -STEEL SHEETS: COMPLY WITH ASTM A 480/A 480M, TYPE 304 OR 316, AS INDICATED IN EXHIBIT "I"; COLD ROLLED, ANNEALED, SHEET. EXPOSED SURFACE FINISH SHALL BE NO. 2B, NO.2D OR NO. 3 AS INDICATED IN EXHIBIT "Ill C. ALUMINUM SHEETS: COMPLY WITH ASTM B 209 (ASTM B 209M) ALLOY 3003, H14 TEMPER; WITH MILL FINISH FOR CONCEALED DUCTS, AND STANDARD, ONE -SIDE BRIGHT FINISH FOR DUCT SURFACES EXPOSED TO VIEW. d. GAUGES PER SMACNA DUCT CONSTRUCTION STANDARDS. SPIRAL LOCK -SEAM OR LONGITUDINAL FUSION -WELDED. 2. ALL SPIRAL DUCTS SHALL HAVE LOCKED SEAMS SO MADE AS TO ELIMINATE LEAKAGE UNDER PRESSURE FOR WHICH THIS SYSTEM HAS BEEN DESIGNED. LONGITUDINAL SEAMS DUCT SHALL HAVE FUSION -WELDED BUTT SEAMS. 3. NO STOVEPIPE WILL BE ALLOWED. LONGITUDINAL SEAM DUCT WITH SNAP LOCK LONGITUDINAL SEALED SEAMS MAY BE USED ON DUCTWORK WHERE PRESSURE CLASS IS 2 IN. W.G. OR LESS. ROUND, LOW VELOCITY DUCTWORK SHALL BE SELF-LOCKING, PRE - SEALED SNAP LOCK DUCT, WHICH INCORPORATES A FACTORY APPLIED GASKET IN THE LONGITUDINAL SEAM AND ON THE FEMALE END OF THE TRANSVERSE JOINT. SNAP LOCK PIPE SHALL BE "GREENSEAM +" AS MANUFACTURED BY DUCTMATE INDUSTRIES, OR EQUAL. PROVIDE FLEXMASTER STO SIDE TAKEOFF FITTINGS OR DUCTMATE HETO TAKE OFF FITTINGS AT DUCT MAINS FOR ROUND DUCT TAKEOFFS. 4. ROUND DUCTWORK FITTINGS: a. ALL FITTINGS FABRICATED PER SMACNA STANDARDS FOR ROUND AND FLAT -OVAL DUCTWORK, MATERIAL TO MATCH STRAIGHT PIECES OF DUCTWORK. b. FITTINGS SHALL HAVE CONTINUOUS, WELDED SEAMS. C. 90 TEES SHALL BE CONICAL TYPE. 90 TEES AND 45 LATERALS UP TO AND INCLUDING 12 IN. DIAMETER TAP SIZE SHALL HAVE A RADIUSED ENTRANCE INTO THE TAP, PRODUCED BY MACHINE OR PRESS FORMING. THE ENTRANCE SHALL BE FREE OF ANY RESTRICTIONS. d. ROUND TAPS OFF THE BOTTOM OF RECTANGULAR DUCTS DOWN TO DIFFUSERS SHALL BE MADE WITH A 45 SQUARE TO ROUND SHOE -TAP. 5. ELBOWS: a. DIAMETERS 3 IN. THROUGH 8 IN.: TWO -SECTION STAMPED AND CONTINUOUSLY WELDED ELBOWS, MATERIAL TO MATCH STRAIGHT PIECES OF DUCTWORK. b. OVER 8 IN.: GORED CONSTRUCTION WITH STANDING SEAM CONSTRUCTION AND INTERNALLY SEALED OR CONTINUOUSLY WELDED. LESS THAN 35 - TWO GORES, 36 TO 70 - THREE GORES, OVER 71 - FIVE GORES. C. FABRICATED TO A CENTERLINE RADIUS OF 1.5 TIMES THE CROSS-SECTION DIAMETER. 6. JOINTS: a. FOR DUCT CONSTRUCTION PRESSURE 3 IN. W.G. OR GREATER: 1) ROUND JOINTS: a) UNEXPOSED DUCT 3 IN. - 30 IN. DIAMETER: CONNECT ROUND DUCT WITH A ONE PIECE INTERIOR SLIP COUPLING, AT LEAST TWO GAUGES HEAVIER THAN DUCT WALL, BEADED AT CENTER AND FASTENER TO DUCT WITH SCREWS. SEAL JOINT WITH AN APPROVED SEALANT APPLIED CONTINUOUSLY AROUND BOTH END OF COUPLER PRIOR TO ASSEMBLING AND AFTER FASTENING. b) ALL EXPOSED DUCT AND UNEXPOSED DUCT 30 IN. 721N. DIAMETER: INSTALL USING A THREE PIECE, GASKET FLANGED -JOINT CONSISTING OF TWO INTERNAL FLANGES, WITH INTEGRAL MASTIC SEALANT, AND ONE EXTERNAL CLOSURE BAND, WHICH COMPRESS THE GASKET BETWEEN THE INTERNAL FLANGES. (1) ACCEPTABLE MANUFACTURER: DUCTMATE INDUSTRIES "SPIRALMATE" SYSTEM OR APPROVED EQUAL. C) ABOVE 72 IN. DIAMETER: INSTALL USING COMPANION ANGLE FLANGED JOINTS AS DEFINED IN FIGURE 3-1 OF THE 2005 SMACNA MANUAL, "HVAC DUCT CONSTRUCTION STANDARDS, METAL AND FLEXIBLE" THIRD EDITION. REFER TO MANUAL FOR PROPER SIZING AND CONSTRUCTION DETAILS. d) DUST COLLECTION SYSTEMS AND EXPOSED DUCT 3 IN. -14 IN. USE A ONE PIECE, POLYETHYLENE LINED GASKET CONNECTOR WITH INTEGRATED BOLT FOR THE CLOSURE SYSTEM. (1) ACCEPTABLE MANUFACTURER: DUCTMATE INDUSTRIES "QUICKSLEEVE" OR APPROVED EQUAL. b. PIPE -TO -PIPE JOINTS IN DIAMETERS UP TO 60 IN. SHALL BE BY THE USE OF SLEEVE COUPLINGS, REINFORCED BY ROLLED BEADS. C. PIPE -TO -FITTING JOINTS IN DIAMETERS UP TO 60 IN. SHALL BE BY SLIP -FIT OF PROJECTING COLLAR OF THE FITTING INTO THE PIPE. d. INSERTION LENGTH OF SLEEVE COUPLING AND FITTING COLLAR SHALL BE 2 IN. UP TO 36 IN. DIAMETER AND 4 IN. ABOVE 36 IN. DIAMETER. 7 8 9 C. rIrG-1 V'rlrG millu rlrC-I ki-rl1 1I IV110 IIV DUCTWORK ABOVE 60 IN, IN DIAMETER SHALL BE MADE BY ANGLE RING FLANGES. THE FLANGE ON THE PIPE SHALL BE A 2 IN. X 2 IN, X 3/16 IN. ANGLE ATTACHED TO THE PIPE WITH A CONTINUOUS WELD. THE FITTINGS SHALL HAVE A LOOSE RING "VAN STONE" FLANGE. A 5/8 IN. FLANGE SHALL BE PROVIDED TO ACT AS A GASKETING SURFACE FOR SEALING WITH THE ANGLE RING BEING A ROLLED, WELDED RING 2 IN. X 2 IN. X 3/16 IN, BOLT HOLE SPACING FOR ANGLE RINGS SHALL BE 6 IN. CENTERS. f. IF LONGITUDINAL SEAM DUCT GREATER THAN 60 IN. IN DIAMETER IS SUPPLIED IN LENGTHS GREATER THAN 4 FT., ONE ANGLE RING MUST BE WELDED TO THE DUCT ON 4 FT. CENTERS FOR SUPPORT. 2.4 DUCTWORK SEALING A. SMACNA DUCT SEALING CLASSIFICATION SHALL BE USED FOR DUCT SYSTEMS USING THE FOLLOWING CRITERIA: 1. DUCTWORK AND ALL PLENUMS WITH PRESSURE CLASS RATINGS SHALL BE CONSTRUCTED TO SEAL CLASS A, AS REQUIRED TO MEET THE REQUIREMENTS OF SMACNA DUCT CONSTRUCTION STANDARDS AND WITH STANDARD INDUSTRY PRACTICE, INCLUDING TRANSVERSE JOINTS, LONGITUDINAL SEAMS, FITTING CONNECTIONS, AND ALL PENETRATIONS OF THE DUCT WALL. 2. OPENINGS FOR ROTATING SHAFTS SHALL BE SEALED WITH BUSHINGS OR OTHER DEVICES THAT SEAL OFF AIR LEAKAGE. PRESSURE SENSITIVE TAPE SHALL NOT BE USED. 3. ALL CONNECTIONS SHALL BE SEALED, INCLUDING BUT NOT LIMITED TO SPIN -INS, TAPS, OTHER BRANCH CONNECTIONS, ACCESS DOORS, ACCESS PANELS AND DUCT CONNECTIONS TO EQUIPMENT. 4. SEALING THAT WOULD VOID PRODUCT LISTINGS IS NOT REQUIRED. 5. SPIRAL LOCK SEAMS NEED NOT BE SEALED. B. DUCT SEALANT FOR INDOOR APPLICATIONS SHALL BE NON-FIBRATED, WATER BASED, HARDCAST IRON -GRIP IG-601, DUCTMATE PRO SEAL, FOSTER 32-17 OR CHILDERS CP146. C. DUCT SEALANT FOR OUTDOOR APPLICATIONS SHALL BE FIBRATED, WATER BASED, HARDCAST VERSA -GRIP VG-102, DUCTMATE FIBERSEAL, FOSTER 32-17 OR CHILDERS CP148. D. SEALANTS AND TAPES SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 181A OR UL181 B AND MARKED ACCORDING TO TYPE. 2.5 TURNING VANES A. PROVIDE IN MITERED ELBOWS AS SHOWN ON CONTRACT DRAWINGS. VANES 36 IN. OR LONGER SHALL BE DOUBLE WALL AIR FOIL TYPE. ALL TURNING VANES SHALL BE INSTALLED AS PER THE LATEST SMACNA STANDARDS. TURNING VANE SIZE AND SPACING SHALL BE AS PER SMACNA. TURNING VANE SPACING GREATER THAN SMACNA STANDARDS IS NOT ACCEPTABLE. B. TURNING VANES SHALL BE HARPER OR EQUIVALENT DOUBLE WALL TURNING VANES FABRICATED FROM THE SAME MATERIAL AS THE DUCT. C. TURNING VANE FRONT AND BACK PANELS SHALL BE SECURELY LOCKED TOGETHER WITH ADEQUATE CRIMPING TO PREVENT TWISTING OF VANE. VANE SHALL BE CAPABLE OF WITHSTANDING 250 POUNDS OF TENSILE LOAD WHEN SECURED ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS. D. RAILS FOR MOUNTING TURNING VANES SHALL HAVE SELF LOCKING, FRICTION FIT TABS DESIGNED TO FACILITATE PROPER ALIGNMENT OF VANES. TAB SPACING SHALL BE AS SPECIFIED IN FIGURE 4-3 OF THE 2005 SMACNA MANUAL, "HVAC DUCT CONSTRUCTION STANDARDS, METAL AND FLEXIBLE". RAIL SYSTEMS WITH NON -COMPLIANT TAB SPACING SHALL NOT BE ACCEPTED. E. ACOUSTICAL TURNING VANE: SHALL BE USED IN APPLICATIONS THAT REQUIRE QUIET OPERATING SYSTEMS. MOUNTING RAILS SHALL HAVE FRICTION INSERT TABS THAT ALIGN THE VANES AUTOMATICALLY. F. ACCEPTABLE MANUFACTURER: DUCTMATE INDUSTRIES PRO -RAIL TURNING VANE OR APPROVED EQUAL. 2.6 DAMPERS IN DUCTWORK A. BLADE TYPE VOLUME DAMPERS: CONSTRUCTED PER SMACNA, ONE GAUGE HEAVIER THAN DUCT MATERIAL, SECURELY FASTENED TO 3/8 IN. SQ., COLD ROLLED STEEL OPERATOR ROD. PROVIDE VENTLOCK 639 ELEVATED DIAL REGULATOR FOR 2 IN. INSULATED DUCTWORK. B. MULTIPLE BLADE TYPE VOLUME DAMPERS: PROVIDE MULTIPLE BLADE VOLUME DAMPERS IN DUCTWORK ABOVE 12 IN. IN HEIGHT. 1. HEAVY DUTY, MANUAL BALANCING DAMPERS SUITABLE FOR APPLICATION IN HVAC SYSTEMS WITH VELOCITIES TO 1,500 FT. PER MINUTE, OPEN POSITION AND MAX. PRESSURE OF 3 IN. W.G. CLOSE POSITION. RUSKIN MD 35 OR EQUIVALENT. 2. FABRICATION: a. FRAME: 5 IN. X MINIMUM 16 GAUGE ROLL FORMED, GALVANIZED STEEL HAT -SHAPED CHANNEL, REINFORCED AT CORNERS. STRUCTURALLY EQUIVALENT TO 13 GAUGE U- CHANNEL. 3. BLADES: a. STYLE: SINGLE SKIN WITH 3 LONGITUDINAL GROOVES. b. ACTION: OPPOSED. C. ORIENTATION: HORIZONTAL. d. MATERIAL: MINIMUM 16 GAUGE EQUIVALENT THICKNESS, GALVANIZED STEEL. e. WIDTH: NOMINAL 6 IN. 4. BEARINGS: MOLDED SYNTHETIC SLEEVE, TURNING IN EXTRUDED HOLE IN FRAME. 5. LINKAGE: CONCEALED IN FRAME. 6. AXLES: MINIMUM 1/2 IN. DIAMETER, PLATED STEEL, HEX -SHAPED, MECHANICALLY ATTACHED TO BLADE. 7. CONTROL SHAFT: 3/8 IN. SQUARE PLATED STEEL. 8. FINISH: MILL GALVANIZED. a. ACTUATOR: HAND QUADRANT FOR 3/8 IN. SQUARE EXTENDED SHAFT. b. HAND QUADRANT STANDOFF BRACKET: 2 IN. STANDOFF FOR INSULATED DUCTWORK. C. OILLITE BEARINGS. d. FACTORY SLEEVE: MINIMUM 20 GAUGE THICKNESS, MINIMUM 12 IN. LENGTH. 2.7 FLEXIBLE AIR DUCTS AND CONNECTORS A. FLEXIBLE AIR DUCTS AND CONNECTORS SHALL BE CONSTRUCTED IN COMPLIANCE WITH NFPA BULLETIN 90A, 90B AND UL STANDARD 181 AND SHALL BE LISTED AND LABELED AS CLASS I AIR DUCT. B. FLEXIBLE AIR DUCTS AND CONNECTORS SHALL BE TRI-LAMINATE: 1. CONSISTING OF CORROSION RESISTANT GALVANIZED STEEL HELIX ENCAPSULATED BY A DOUBLE LAMINATION OF POLYETHYLENE OR SPUN BOND NYLON. 2. FACTORY APPLIED (R 6.0) FIBERGLASS EXTERIOR INSULATION, SHEATHED IN A SEAMLESS, TRI-D IRECTIO NALLY REINFORCED, METALIZED POLYESTER, EXTERIOR VAPOR BARRIER. 3. R-VALUE SHALL BE CLASSIFIED BY UNDERWRITERS LABORATORIES, AND CERTIFIED BY THE AIR DIFFUSION COUNCIL, IN ACCORDANCE WITH ADC FLEXIBLE DUCT PERFORMANCE AND INSTALLATION STANDARD (1991), USING ASTM C-518, AT INSTALLED WALL THICKNESS, ON FLAT INSULATION ONLY. COMPLY WITH ASHRAE/IESNA 90.1. 10 12 '}. RCI..VIVIIVIGVLJGLJ VrCI'[/'1111VV rRC00LJRC F%,JR FLCJ11I0LC UVI, I VVVRr\ SHALL BE THREE TIMES MAXIMUM SYSTEM PRESS BUT NOT LESS THAN 6 IN. W.G. POSITIVE PRESSURE FOR 4 IN. - 20 IN. DIA., 5 IN. W.G. NEGATIVE PRESSURE THROUGH 16 IN. DIA., 1 IN. NEGATIVE PRESSURE FOR 18 IN. AND 20 IN. DIA. MAXIMUM VELOCITY OF 5500 FPM. 5. OPERATING TEMPERATURE RANGE - 20OF TO 250°F, INTERMITTENT @1/2 IN. POS. W.G. MAX., -20°F TO 140°F, CONTINUOUS AT MAXIMUM PRESSURE. 6. FLAME SPREAD: 25 MAX. SMOKE DEVELOPED RATING: 50 MAX. 7. POROUS INNER CORE FLEXIBLE DUCT SHALL NOT BE USED. C. STATIC PRESSURE AND THERMAL PERFORMANCE SHALL BE TESTED AND CERTIFIED IN ACCORDANCE WITH AIR DIFFUSION COUNCIL (ADC) TEST CODE FD-72-R1 UNDER CONDITIONS OF 140°F FOR 164 HOURS AND 180OF FOR 4 HOURS. D. ACOUSTICAL PERFORMANCE SHALL BE CERTIFIED IN ACCORDANCE WITH ASTM E 477 AND/OR AIR DIFFUSION COUNCIL TEST CODE FD-72-R1. 1. MINIMUM ACOUSTIC PERFORMANCE: a. THE INSERTION LOSS (DB) OF A 6 FOOT LENGTH OF DUCT WHEN TESTED IN ACCORDANCE WITH ASTM E477 AT A VELOCITY OF 1000 FEET PER MINUTE SHALL BE AT LEAST: 125 HZ 250 500 1000 HZ 2000 4000 HZ _HHZ HZ 81NCH 26 27 27 31 32 27 DIA. 12 INCH 22 26 24 31 31 20 DIA E. FRICTION LOSS AND LEAKAGE FOR FLEXIBLE DUCT ONLY SHALL BE CERTIFIED IN ACCORDANCE WITH AIR DIFFUSION COUNCIL TEST CODE FD-72-R1. LEAKAGE FOR CONNECTIONS SHALL BE ACCORDANCE WITH UL 181 REQUIREMENTS. F. BASIS -OF -DESIGN: FLEXMASTER 6B (R-6.0). G. ACCEPTABLE MANUFACTURERS: 1. DUNDAS-JAFINE TYPE SPC R6.0 2. HART & COOLEY TYPE F216 (R-6.0) 3. FLEXIBLE TECHNOLOGIES, INC. THERMAFLEX TYPE M-KE (R-6.0) 4. ATCO RUBBER PRODUCTS, INC. TYPE 036 (R-6.0) 2.8 FLEXIBLE DUCT ELBOW SUPPORT A. PROVIDE FLEXIBLE DUCT ELBOW SUPPORT FOR FLEXIBLE DUCT CONNECTED DIRECTLY TO A DIFFUSER COLLAR. B. ELBOW SUPPORT SHALL BE A RADIUS FORMING BRACE DESIGNED TO FORM FLEXIBLE DUCT INTO A 900 ELBOW NOT LESS THAN ONE DUCT DIAMETER IN CENTERLINE RADIUS. C. ELBOW SUPPORT SHALL BE MANUFACTURED FROM 100% RECYCLED COPOLYMER POLYPROPYLENE WITH A UNIVERSAL FIT OF 4 IN, THRU 16 IN. AND BE UL LISTED. D. BASIS -OF -DESIGN: TITUS FLEXRIGHT. 2.9 FLEXIBLE CONNECTIONS TO FANS AND EQUIPMENT A. BASIS OF DEIGN: VENTFABRICS, INC. B. ACCEPTABLE MANUFACTURERS: DUCTMATE INDUSTRIES, INC., DURO DYNE INC., ELGEN MANUFACTURING, WARD INDUSTRIES, INC.; A DIVISION OF HART & COOLEY, INC. C. MATERIALS: FLAME-RETARDANT OR NONCOMBUSTIBLE FABRICS, WATER AND MILDEW RESISTANT UL STANDARD 214. D. COATINGS AND ADHESIVES: COMPLY WITH UL 181, CLASS 1. E. METAL -EDGED CONNECTORS: FACTORY FABRICATED WITH A FABRIC STRIP 5-3/4 IN. WIDE ATTACHED TO TWO (2) STRIPS OF 2-3/4-IN. WIDE, 0.028- IN. THICK, GALVANIZED SHEET STEEL OR 0.032 IN. THICK ALUMINUM SHEETS. PROVIDE METAL COMPATIBLE WITH CONNECTED DUCTS. F. INDOOR SYSTEM, FLEXIBLE CONNECTOR FABRIC: GLASS FABRIC DOUBLE COATED WITH NEOPRENE. 1. MINIMUM WEIGHT: 26 OZ./SQ. YD. 2. TENSILE STRENGTH: 480 LBF/IN. IN THE WARP AND 360 LBF/IN. IN THE FILLING. 3. SERVICE TEMPERATURE: MINUS 40 TO PLUS 200°F. G. OUTDOOR SYSTEM, FLEXIBLE CONNECTOR FABRIC: GLASS FABRIC DOUBLE COATED WITH WEATHERPROOF, SYNTHETIC RUBBER RESISTANT TO UV RAYS AND OZONE. 1. MINIMUM WEIGHT: 24 OZ./SQ. YD. 2. TENSILE STRENGTH: 530 LBF/IN. IN THE WARP AND 440 LBF/IN. IN THE FILLING. 3. SERVICE TEMPERATURE: MINUS 50 TO PLUS 250°F. H. HIGH -CORROSIVE -ENVIRONMENT SYSTEM, FLEXIBLE CONNECTORS: GLASS FABRIC WITH CHEMICAL -RESISTANT COATING. 1. MINIMUM WEIGHT: 14 OZ./SQ. YD. 2. TENSILE STRENGTH: 450 LBF/IN. IN THE WARP AND 340 LBF/IN. IN THE FILLING. 3. SERVICE TEMPERATURE: MINUS 67 TO PLUS 500°F. I. THRUST LIMITS: COMBINATION COIL SPRING AND ELASTOMERIC INSERT WITH SPRING AND INSERT IN COMPRESSION, AND WITH A LOAD STOP. INCLUDE ROD AND ANGLE -IRON BRACKETS FOR ATTACHING TO FAN DISCHARGE AND DUCT. 1. FRAME: STEEL, FABRICATED FOR CONNECTION TO THREADED RODS AND TO ALLOW FOR A MAXIMUM OF 30 DEGREES OF ANGULAR ROD MISALIGNMENT WITHOUT BINDING OR REDUCING ISOLATION EFFICIENCY. 2. OUTDOOR SPRING DIAMETER: NOT LESS THAN 80 PERCENT OF THE COMPRESSED HEIGHT OF THE SPRING AT RATED LOAD. 3. MINIMUM ADDITIONAL TRAVEL: 50 PERCENT OF THE REQUIRED DEFLECTION AT RATED LOAD. 4. LATERAL STIFFNESS: MORE THAN 80 PERCENT OF RATED VERTICAL STIFFNESS. 5. OVERLOAD CAPACITY: SUPPORT 200 PERCENT OF RATED LOAD, FULLY COMPRESSED, WITHOUT DEFORMATION OR FAILURE. 6. ELASTOMERIC ELEMENT: MOLDED, OIL -RESISTANT RUBBER OR NEOPRENE. 7. COIL SPRING: FACTORY SET AND FIELD ADJUSTABLE FOR A MAXIMUM OF 1/4-IN. MOVEMENT AT START AND STOP. 2.10 ACCESS DOORS A. GENERAL: 1. PROVIDE ACCESS DOORS OF ADEQUATE SIZE TO ALLOW EASY ACCESS TO THE EQUIPMENT THAT WILL REQUIRE MAINTENANCE. PROVIDE INSULATED OR ACOUSTICALLY LINED DOORS TO PREVENT CONDENSATION WHERE APPLICABLE. 2. MANUFACTURER TO PROVIDE AN INSTALLED NEOPRENE GASKET AROUND PERIMETER OF ACCESS DOOR FOR AIRTIGHT SEAL. 3. SYSTEMS 3 IN. W.G. OR LESS SHALL UTILIZE A HINGED, CAM, OR HINGED AND CAM SQUARE FRAMED ACCESS DOOR. 4. SYSTEMS 4 IN. W.G. AND ABOVE SHALL UTILIZE A SANDWICH TYPE ACCESS DOOR. CONSTRUCT DOORS IN ACCORDANCE WITH FIGURE 7-3 OF THE 2005 SMACNA MANUAL, "HVAC DUCT CONSTRUCTION STANDARDS, METAL & FLEXIBLE" THIRD EDITION. 5. APPROVED MANUFACTURER: DUCTMATE INDUSTRIES "SANDWICH" STYLE DOOR OR APPROVED EQUAL. 2.11 2.12 3.1 13 14 6. ALL ACCESS DOORS SHALL BE CONTINUOUS PIANO HINGED TYPE, UNLESS NOTED OTHERWISE. 7. NON -HINGED ONLY ALLOWED WHERE CLEARANCE TO CEILING DOES NOT ALLOW A FULL 90 SWING. 8. DOUBLE PANEL INSULATED TYPE WHEN USED IN INSULATED DUCT. 9. SINGLE PANEL UNINSULATED TYPE ALLOWED IN UN -INSULATED DUCT. 10. PRESSURE RATED ACCORDING TO SYSTEM IN WHICH BEING INSTALLED. DOOR -TO -FRAME AND FRAME -TO -DUCT GASKETING. 11. PROVIDE SPECIFIED SEAL CLASS A OR B DUCTWORK SEALING AROUND FRAME, AND HAND ADJUST THE LATCH TENSION FOR PROPER SEAL, ON ALL ACCESS DOORS OTHER THAN SANDWICH PANEL (DUCTMATE) STYLE. 12. MINIMUM ACCESS DOOR SIZE FOR DUCTS 12 IN. OR LESS IN DEPTH IS 12 IN. X 8 IN. 13. MINIMUM ACCESS DOOR SIZE FOR DUCTS 12 IN. TO 18 IN. IN DEPTH IS 18 IN. X 14 IN. 14. MINIMUM ACCESS DOOR SIZE FOR DUCTS MORE THAN 18 IN. IN DEPTH IS 24 IN. X 18 IN. 15. IN DUCTS WHICH REQUIRE MULTIPLE SECTION FIRE DAMPERS DUE TO DUCT SIZE, PROVIDE ONE ACCESS DOOR FOR EACH FIRE DAMPER SECTION. 16. ACCESS DOORS FOR FIRE AND SMOKE DAMPERS SHALL BE PERMANENTLY LABELED WITH 1/2 IN. HIGH LETTERING READING "SMOKE DAMPER" OR "FIRE DAMPER". B. DOOR TYPES: 1. LOW PRESSURE SYSTEMS (2 IN. W.G. PRESSURE CLASS): NATIONAL CONTROLLED AIR ADH-1, RUSKIN ADH22, VENT PRODUCTS 9701, AIR BALANCE FSA-100, SAFE AIR SAH, NAILOR. 2. MEDIUM AND HIGH PRESSURE SYSTEMS (3 IN. W.G. PRESSURE CLASS AND HIGHER): a. RECTANGULAR DUCT: DUCTMATE INDUSTRIES "ULTIMATE" STYLE DOOR, OR EQUAL. b. ROUND DUCT: DUCTMATE INDUSTRIES ROUND SANDWICH TYPE, OR EQUAL. 8 IN. X 4 IN. FOR DUCTS 14 IN. AND LESS IN DIAMETER. DUCTMATE INDUSTRIES ROUND SANDWICH TYPE 16 IN. X 12 IN. FOR DUCTS MORE THAN 14 IN. IN DIAMETER. C. FURNISH AND INSTALL FACTORY SUPPLIED PROTECTOR MOLDING ON CUT MEDAL EDGE FOR ALL DUCTMATE ACCESS DOORS. CABLE SUSPENSION SYSTEM A. DUCTWORK NOT REQUIRED TO BE EXTERIOR INSULATED IN EXPOSED INSTALLATIONS MAY BE INSTALLED USING A CABLE SUSPENSION SYSTEM. B. DUCTWORK SHALL BE INSTALLED USING LOAD RATED, STAINLESS STEEL CABLE SUSPENSION SYSTEMS. CABLES SHALL BE PRE-CUT LENGTHS, TYPE 316 STAINLESS STEEL WITH FUSED ENDS, AND PRE -MADE END ATTACHMENTS. C. CABLE GRIPS SHALL BE OF 316 STAINLESS STEEL AND HAVE AN INTERNAL TAMPERPROOF CABLE RELEASE MECHANISM, D. STRESS DISTRIBUTION SADDLES SHALL BE PRESCRIBED IN ADDITION FOR THE SUPPORT OF RECTANGULAR DUCT ON CORNERS AS NECESSARY. E. HANGERS SHALL HAVE A MANUFACTURER'S PUBLISHED SAFE WORKING LOAD AND HAVE A 5 TO 1 SAFETY FACTOR. F. HANG AND SUPPORT DUCTWORK AS DEFINED IN THE LATEST EDITION OF SMACNA MANUAL, "HVAC DUCT CONSTRUCTION STANDARDS, METAL & FLEXIBLE". G. ADJUSTABLE STEEL CABLE HANGING SYSTEM CONSISTING OF SPRING LOADED, SERRATED CLAMPING MECHANISM SHALL BE TESTED AND CERTIFIED IN COMPLIANCE WITH ALL APPLICABLE SMACNA STANDARDS FOR UPPER AND LOWER ATTACHMENT METHODS. 1. ALL APPROVED SYSTEMS MUST BE INSTALLED USING MATCHING COMPONENTS INCLUDING STEEL CABLE, CLAMPING MECHANISM AND HARDWARE APPROVED BY THE MANUFACTURER FOR ITS CORRESPONDING LOAD RATING. NO SUBSTITUTION OF MANUFACTURER'S COMPONENTS IS PERMITTED. 2. APPROVED SYSTEMS MUST BE INSTALLED PER THE MANUFACTURER'S SPECIFIC INSTRUCTIONS AND MUST NOT EXCEED THE STATED WORKING LOAD RATING AT ANY POINT THROUGHOUT THE SYSTEM. H. SUPPORTS, BAR/ANGLE REINFORCEMENTS, AND OTHER PRODUCTS THAT ARE NOT PART OF THE DUCT THAT ARE MANUFACTURED OF UNCOATED MILD STEEL SHALL EITHER BE PAINTED WITH TWO (2) COATS OF PRIMER OR SHALL BE MANUFACTURED OF A GALVANIZED EQUIVALENT MATERIAL. I. APPROVED MANUFACTURER: DUCTMATE INDUSTRIES "CLUTCHER" CABLE HANGING SYSTEM OR GRIPPLE INC. DUCT ACCESSORY HARDWARE A. INSTRUMENT TEST HOLES: CAST IRON OR CAST ALUMINUM TO SUIT DUCT MATERIAL, INCLUDING SCREW CAP AND GASKET. SIZE TO ALLOW INSERTION OF PITOT TUBE AND OTHER TESTING INSTRUMENTS AND OF LENGTH TO SUIT DUCT -INSULATION THICKNESS. B. VENTLOCK 699 OR 699-2 BASED UPON INSULATION THICKNESS. C. INSTALL DUCT TEST HOLES WHERE REQUIRED FOR DUCT TRAVERSE TESTING AND BALANCING PURPOSES. PART 3 - EXECUTION 15 REQUIREMENTS A. EQUIPMENT AND SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL AND STATE CODES AND REGULATIONS HAVING JURISDICTION. BRACING AND HANGING OF DUCTWORK SHALL BE PER SMACNA- HVAC DUCT CONSTRUCTION STANDARD. B. INSTALL ALL DUCTWORK CONCEALED AND TIGHT TO THE STRUCTURE ABOVE UNLESS NOTED OTHERWISE ON SHOP DRAWINGS. FABRICATE ONLY AFTER THE APPROVAL OF SHOP DRAWINGS, AND IN LOCATIONS TO AVOID INTERFERENCES. DUCTWORK INSTALLED WITHOUT APPROVED SHOP DRAWINGS, WHICH REQUIRES REMOVAL/MODIFICATION AND/OR REINSTALLATION DUE TO CONFLICTS OR IMPROPER INSTALLATION SHALL BE REPAIRED AT NO COST TO THE OWNER. C. SIZES GIVEN ON CONTRACT DRAWINGS ARE INSIDE DIMENSIONS. D. KEEP OPENINGS CONTINUOUSLY CLOSED AND SEALED WITH PROTECTIVE PLASTIC WRAPPING DURING CONSTRUCTION TO PREVENT ENTRANCE OF DIRT AND DEBRIS. E. EXTEND ACCESS OPENINGS, DAMPER RODS AND LEVERS, TO OUTSIDE OF EXTERNAL INSULATION MAKE SYSTEMS AIRTIGHT. F. NO PIPING, CONDUIT OR OTHER OBSTRUCTION TO AIRFLOW IS PERMITTED IN DUCTWORK. G. PROVIDE NECESSARY OPENINGS, HANGER INSERTS, FRAMING, CHASES, AND RECESSES, NOT PROVIDED BY OTHER TRADES. H. EXPOSED EXHAUST OR RETURN REGISTERS AND GRILLES SHALL BE FLUSH WITH FACE OF DUCT; EXPOSED SUPPLY REGISTERS AND GRILLES SHALL BE MOUNTED OUTSIDE AIRSTREAM WITH 45 SHOE -TAP EXTENSION COLLARS. I. PROVIDE 14 GAUGE SLEEVES FOR DUCTS PASSING THROUGH MECHANICAL ROOM FLOORS. SET SLEEVES 4 IN, ABOVE FINISHED FLOOR IN MECHANICAL ROOMS, SEAL WATERTIGHT TO FLOOR. J. WHERE A RETURN OR EXHAUST DUCT IS SHOWN TO BE LEFT OPEN ENDED, PROVIDE HARDWARE MESH SCREEN AT OPENING. K. DO NOT UTILIZE FLEXIBLE DUCTWORK OR CONNECTION IN ANY WAY TO CONNECT VARIABLE OR CONSTANT VOLUME BOXES TO DUCTWORK. N i / i ARCHITECTS, P.C. ARbn- ffEC7UHME 0 M H 7 F D O 0 TDI 3 307 Washington Avenue L Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK RESTROOM BUILDING K 512 MAIN STREET WEST YARMOUTH, MA 02673 J ENGINEERING Mechanical/Etectricat Engineering Consultants Capital District I Rochester I Buffalo I Syracuse 433 STATE STREET, SUITE 410 mr 3-1 578 533.2171 SCHENECTADV, NY 12305 ww-srig-e-g- H DDA PROJECT #21-008 G P�CHO q o I rIANIC4I.ENGINEER N0.54230 6 ��IONA� Stamp E SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 E D G Drawn CDM Projed Manager BAB P.I.C. MEK SHEET TITLE SPECIFICATIONS B SHEET NUMBER wool A 2 1 3 1 4 5 6 7 8 9 10 12 13 14 15 I © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. 2 3 4 5 6 7 I 9 10 12 13 14 15 ICI M L K J D E E D C B A L. FOR DUCT PENETRATIONS OF NON -RATED WALLS, PROVIDE SHEET METAL ANGLE FRAMING OR SHEET METAL CLOSURE PANELS AROUND THE ENTIRE PERIMETER OF EACH DUCT WALL PENETRATION ON BOTH SIDES OF THE WALL, WHERE THE GAP EXCEEDS 114 INCH. WHERE THE GAP IS LESS THAN 1/4 INCH, THE GAP MAY BE CAULKED ON BOTH SIDES OF THE WALL. NON -RATED WALL PENETRATIONS SHALL NOT BE FIRE CAULKED UNDER ANY CIRCUMSTANCES. M. FOR DUCT PENETRATIONS OF RATED WALLS, SEE SPECIFICATION SECTION 230500 - BASIC MECHANICAL AND ELECTRICAL REQUIREMENTS. N. DUCTWORK THAT IS CALLED FOR TO BE WELDED SHALL BE FULLY WELDED, CONTINUOUS AROUND THE ENTIRE PERIMETER AT ALL JOINTS/SEAMS, AND SHALL BE FULLY AIRTIGHT AND WATERTIGHT. 2 FLEXIBLE CONNECTIONS A. PROVIDE FLEXIBLE CONNECTIONS FOR THE INTAKE AND DISCHARGE CONNECTIONS OF DUCT CONNECTED TO FANS AND AIR HANDLING EQUIPMENT. B. ROUND CONNECTIONS ARE TO BE MADE WITH ADHESIVE AND METAL DRAWBANDS WITH ENDS TIGHTLY BOLTED. C. RECTANGULAR CONNECTIONS SHALL BE MADE WITH MATERIAL SECURELY HELD IN GROOVED SEAM BETWEEN FLANGES. ATTACH WITH ADHESIVE AND MECHANICAL FASTENERS ON 6 IN. CENTERS. 3.6 D. CONNECTIONS SHALL BE MADE WITH A MINIMUM OF 2 IN. SPACE BETWEEN DUCT AND EQUIPMENT COLLARS, INSTALLED IN LINE, AND WITH 1 IN. EXCESS MATERIAL FOLDED SO AS NOT TO INTERFERE WITH AIRFLOW THROUGH CONNECTION. E. MECHANICALLY FASTENED AND SEALED, WITH SPECIFIED DUCT SEALANT, AT DUCT AND EQUIPMENT CONNECTIONS. 3 FLEXIBLE AIR DUCTS AND CONNECTORS A. "AIR DUCT" APPLIES TO CONDUIT OR PASSAGEWAY FOR CONVEYING AIR 3.7 TO OR FROM HEATING, COOLING, AIR CONDITIONING OR VENTILATING EQUIPMENT BUT NOT INCLUDING THE PLENUM AS DEFINED IN NFPA 90A. "AIR CONNECTOR" APPLIES TO CONDUIT FOR TRANSFERRING AIR BETWEEN AN AIR DUCT OR PLENUM AND AN AIR TERMINAL DEVICE OR AN AIR INLET OR AN AIR OUTLET AS DEFINED BY THE NFPA 90A. B. FOR ROUND TO OVAL CONNECTIONS, PROVIDE ROUND -OVAL FLEXIBLE ADAPTER. C. FLEXIBLE AIR DUCTS AND CONNECTORS SHALL BE PROVIDED IN FULLY EXTENDED CONDITION, FREE FROM KINKS. D. FLEXIBLE AIR DUCTS AND CONNECTORS SHALL NOT BE USED IN SYSTEMS WITH ENTERING AIR TEMPERATURES IN EXCESS OF 2500F. E. FLEXIBLE AIR DUCTS AND CONNECTORS SHALL USE ONLY THE MINIMUM LENGTH REQUIRED TO MAKE THE CONNECTION AND SHALL BE INSTALLED IN THE HORIZONTAL OR VERTICAL POSITION. FLEXIBLE ELBOWS ARE NOT ACCEPTABLE. DO NOT EXCEED A MAXIMUM LENGTH OF 48 IN., FULLY EXTENDED. F. FLEXIBLE AIR DUCTS AND CONNECTORS SHALL USE MINIMUM 1/2 IN. WIDE POSITIVE LOCKING, STEEL WORM DRIVE CLAMP, OR NYLON PLENUM RATED STRAPS FOR JOINTS AND CONNECTIONS. ONE CLAMP OR STRAP FOR THE INSIDE CORE LINER AND ONE CLAMP OR STRAP FOR THE OUTER JACKETING. WHEN NON-METALLIC (NYLON) STRAPS ARE USED, THEY SHOULD BE LISTED AND LABELED TO STANDARD UL 181B. FASTENER PACKAGE SHOULD BE MARKED UL 181 B-C. G. COLLARS TO WHICH FLEXIBLE DUCT IS ATTACHED SHALL BE BEADED AND A MINIMUM OF 2 IN. IN LENGTH. WRAP TWICE WITH UL 181 TAPE AND SECURE WITH CLAMP OR STRAP. SLEEVES USED FOR JOINING TWO SECTIONS OF FLEXIBLE DUCT SHALL BE BEADED AND A MINIMUM OF 4 IN. IN LENGTH. THE DRAW BAND SHALL BE POSITIONED BEHIND THE BEAD ON 3.8 THE METAL COLLAR. H. OUTER VAPOR BARRIER AND INSULATION SHALL BE SLID OVER INNER CORE AND COLLAR, WRAPPED TWICE WITH UL 151 TAPE AND SECURED WITH A CLAMP OR STRAP. I. CONNECTIONS SHALL BE PER SMACNA "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE", AIR DIFFUSION COUNCIL "FLEXIBLE DUCT PERFORMANCE AND INSTALLATION STANDARDS" AND NAIMA INSTALLATION STANDARDS. J. FLEXIBLE DUCT SHALL BE SUPPORTED AT MANUFACTURER'S RECOMMENDED INTERVALS, BUT NO GREATER DISTANCE THAN 2'-6" ON CENTER AND PRIOR TO ALL 90 DEGREE BENDS. MAXIMUM PERMISSIBLE 3.9 SAG SHALL BE 1/2 IN. PER FOOT OF SUPPORT SPACING. PROVIDE A MINIMUM OF ONE HANGER ON EACH RUN OF FLEXIBLE DUCT. K. A CONNECTION TO RIGID DUCT OR EQUIPMENT SHALL BE CONSIDERED A SUPPORT JOINT. LONG HORIZONTAL DUCT RUNS WITH SHARP BENDS SHALL HAVE ADDITIONAL SUPPORTS BEFORE AND AFTER THE BEND APPROXIMATELY ONE DUCT DIAMETER FROM THE CENTERLINE OF THE BEND. L. HANGER OR SADDLE MATERIAL IN CONTACT WITH THE FLEXIBLE DUCT SHALL BE OF SUFFICIENT WIDTH TO PREVENT ANY RESTRICTION OF THE INTERNAL DIAMETER OF THE DUCT WHEN THE WEIGHT OF THE SUPPORTED SECTION RESTS ON THE HANGER OR SADDLE MATERIAL. IN NO CASE SHALL THE MATERIAL CONTACTING THE FLEXIBLE DUCT BE LESS THAN 1-1/2 IN. WIDE. FACTORY INSTALLED SUSPENSION SYSTEMS INTEGRAL TO THE FLEXIBLE DUCT ARE AN ACCEPTABLE ALTERNATIVE HANGING METHOD WHEN THE MANUFACTURER'S RECOMMENDED 3.10 PROCEDURES ARE FOLLOWED. M. THE HANGER SHALL BE STRAPPED AROUND THE FLEXIBLE DUCT AND SECURED TO THE STRUCTURE ABOVE. HANGERS SHALL NOT BE ATTACHED TO OTHER MECHANICAL OR ELECTRICAL OBJECTS. HANGERS MAY BE ATTACHED TO AN APPROVED TRAPEZE. CEILING GRID SHALL NOT BE USED TO FABRICATE A TRAPEZE. SUPPORT HANGERS SHALL BE INSTALLED HORIZONTAL SCREWS SHALL NOT BE USED TO PENETRATE THE FLEXIBLE DUCT TO ATTACH TO THE HANGER. N. PROVIDE FLEXIBLE DUCT CONNECTIONS AND SPLICES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDED INSTALLATION INSTRUCTIONS. 3.11 0. SEAL FLEXIBLE DUCT CONNECTIONS WITH SEALING MATERIALS LISTED AND LABELED IN ACCORDANCE WITH UL 181 B. MECHANICALLY SECURE CONNECTIONS WITH APPROVED CLAMPING MATERIALS. .4 TURNING VANES A. INSTALL ONLY IN SQUARE ELBOWS OF EQUAL DIMENSIONS. B. INSTALL AS PER LATEST SMACNA STANDARDS. C. SECURE VANE RUNNERS TO DUCT WITH SPOT WELDING, RIVETING OR SHEET METAL SCREWS. D. WHEN INSTALLING IN DUCTWORK WITH INTERNAL INSULATION. 1. INSTALL RUNNERS IN DUCTWORK INSIDE INSULATION AND BOLT THROUGH INSULATION AND DUCT SIDES, WELDING BOLTS TO INSURE RIGID INSTALLATION. PROVIDE BUILD -OUTS FOR DUCT 3.12 VELOCITY -PRESSURE CLASSES ABOVE 2 IN. W.G. l.5 DUCT CLEANLINESS AND CLEANING AFTER INSTALLATION A. DUCT CLEANLINESS: 1. ALL DUCTWORK ON THE PROJECT SHALL MEET THE SMACNA DUCT CLEANLINESS FOR NEW CONSTRUCTION GUIDELINES, "ADVANCED LEVEL" OF DUCT CLEANLINESS FOR PRODUCTION, DELIVERY, STORAGE AND INSTALLATION OF DUCTWORK. 2. PRIOR TO SHIPMENT TO THE JOBSITE, ALL DUCT ENDS AND OPENINGS MUST BE COVERED WITH A HEAVY DUTY, DUAL -PLY, CLEAR POLYETHYLENE PROTECTIVE FILM. OPEN ENDS ARE TO BE KEPT COVERED DURING TRANSPORT, STORAGE, AND INSTALLATION. AS DUCTWORK IS INSTALLED AT THE JOB SITE, OPEN ENDS ARE TO BE COVERED TO MAINTAIN CLEANLINESS. 3. THE FILM MUST BE SECURELY AFFIXED TO PROTECT AGAINST DIRT AND DEBRIS, AND MUST BE TRANSLUCENT TO FACILITATE INSPECTION OF INTERIOR SURFACES WITHOUT REMOVING THE FILM. THE FILM IS HAVE A ELONGATION RATING OF 600% AND A BREAK STRENGTH OF 13.1 LBSAN. THE FILM SHALL CONTAIN NO VOC'S, AND SHALL LEAVE NO RESIDUE ON DUCT AFTER REMOVAL. 4. MANUFACTURER: DUCTMATE INDUSTRIES PROGUARD (HEAVY DUTY GRADE CLEAR). 1 1 2 3 B. CLEANING AFTER INSTALLATION: 1. INTERIOR SURFACES SHALL BE FREE OF DUST AND DEBRIS PRIOR TO INITIAL STARTUP. PROTECT EQUIPMENT WHICH MAY BE HARMED BY EXCESSIVE DIRT WITH FILTERS, OR BYPASS DURING CLEANING. PROVIDE ADEQUATE ACCESS INTO DUCTWORK FOR CLEANING PURPOSES. ANY CLEANING OF DUCT SYSTEMS SHALL COMPLY WITH RECOMMENDATIONS OF NAIMA AND NADCA. 2. CLEAN EXTERNAL SURFACES OF FOREIGN SUBSTANCES THAT MIGHT CAUSE CORROSION, DETERIORATION OF THE METAL, OR WHERE DUCTWORK IS TO BE PAINTED. 3. CLEAN DEBRIS FROM SYSTEM BEFORE FANS ARE TURNED ON. 4. KEEP OPENINGS CONTINUOUSLY CLOSED DURING THE CONSTRUCTION PERIOD. 5. PAY DAMAGES RESULTING FROM DIRT BLOWN ON PAINTED OR OTHER FINISHED SURFACES. 6. REPAIR OR REPLACE DAMAGED FAN WHEELS, DAMPERS, OR OTHER SYSTEM PARTS DAMAGED AS A RESULT OF DEBRIS. 7. CLEAN SYSTEM AS MANY TIMES AS REQUIRED UNTIL THE ENTIRE SYSTEM IS DIRT FREE. INSTALLATION OF ROUND DUCTWORK A. USE FACTORY -FABRICATED COUPLINGS FOR JOINTS. B. AFTER THE JOINT IS SLIPPED TOGETHER, SHEET METAL SCREWS ARE PLACED 1/2 IN. FROM THE JOINT BEAD FOR MECHANICAL STRENGTH. C. SEALER IS APPLIED TO THE OUTSIDE OF THE JOINT AND COVERING THE SCREW HEADS. D. FLANGED JOINTS SHALL BE MADE WITH NEOPRENE RUBBER GASKETS. TEST OF DUCTWORK A. CONDUCT DUCT LEAKAGE TESTS PER SMACNA "HVAC AIR DUCT LEAKAGE TEST MANUAL" AND PER THE REQUIREMENTS OF THE 2015 INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION CODE, FOR ALL DUCTWORK SYSTEMS DESIGNED TO OPERATE AT STATIC PRESSURES OF 3.0 IN. W.G. OR GREATER. REPRESENTATIVE SECTIONS TOTALING NO LESS THAN 25% OF THE TOTAL DUCT AREA, PER SYSTEM, FOR THE DESIGNATED PRESSURE CLASS SHALL BE TESTED AS WELL AS ALL ASSOCIATED DUCTWORK LOCATED OUT-OF-DOORS. ALL AREAS SHALL BE AS SELECTED BY THE ENGINEER. POSITIVE PRESSURE LEAKAGE TESTING IS ACCEPTABLE FOR NEGATIVE PRESSURE DUCTWORK. THE RATE OF AIR LEAKAGE (CL) MUST BE LESS THAN OR EQUAL TO 4.0, AS DETERMINED BY EQUATION 4 - 8 IN 2015 IECCC, WHICH READS: CL=F/Po.65 WHERE F = MEASURED LEAKAGE RATE IN CFM PER 100 SQ. FT. OF DUCT SURFACE, AND P = STATIC PRESSURE OF THE TEST. WHEN LEAKAGE ABOVE STATED LIMITS OCCURS, ASCERTAIN LOCATION OF LEAKS AND REPAIR AS REQUIRED. REPEAT TESTS AS REQUIRED TO OBTAIN ALLOWABLE LEAKAGE RATES. PREPARE A REPORT SIMILAR TO THAT SUGGESTED BY SMACNA AND SUBMIT FOR REVIEW. DUCT TESTING SHALL BE CONDUCTED IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE. B. PROVIDE TEST REPORTS INDICATING PRESSURE TESTS PERFORMED. INCLUDE DATE, SECTION TESTED, TEST PRESSURE AND LEAKAGE RATE. C. DUCTWORK NOT REQUIRED TO BE TESTED FOR LEAKAGE, SHALL BE CHECKED AND GUARANTEED TO MEET THE STANDARDS OF THE SPECIFIED SMACNA DUCT SEAL CLASS A. AIR BALANCING AND TESTING SHALL BE USED TO DETERMINE SATISFACTORY OPERATION OF DUCT SYSTEMS. BALANCING REPORTS INDICATING EXCESSIVE LEAKAGE AMOUNTS SHALL BE REQUIRED TO REBUILD, REPAIR OR SEAL DUCTWORK HAVING EXCESSIVE LEAKAGE. DAMPERS AND AIR CONTROL DEVICES A. PROVIDE VOLUME DAMPERS AT ALL AIR OUTLETS, DIFFUSERS, GRILLES AND AS NOTED ON PLANS. PROVIDE VOLUME DAMPERS AT ALL LOW PRESSURE SUPPLY, RETURN AND EXHAUST, BRANCH DUCTS AND AS NOTED ON THE PLANS. B. PROVIDE DAMPERS NECESSARY TO PERMIT PROPER BALANCING OF AIR QUANTITIES. COMPLY WITH CODE REQUIREMENTS FOR SMOKE AND FIRE CONTROL. PREVENT INTRODUCTION OF UNCONTROLLED OUTSIDE AIR INTO BUILDING THROUGH ROOF AND WALL OPENINGS. C. WHEN DAMPERS ARE INSTALLED IN ACOUSTICALLY LINED DUCTWORK, INSTALL WITH INSULATED "BUILD -OUTS" PER SMACNA. ACCESS DOORS A. PROVIDE FOR ACCESS TO UPSTREAM SIDE OF DUCT MOUNTED REHEAT COILS, DAMPERS, DAMPER MOTORS, FIRE DAMPERS, SMOKE DAMPERS, SMOKE DETECTORS, CONTROL DEVICES, FAN BEARINGS, AND EQUIPMENT REQUIRING PERIODIC INSPECTION OR SERVICE. PROVIDE LABELS FOR FIRE AND SMOKE DAMPERS AS CALLED FOR IN PART 2 - PRODUCTS. B. FOR DUCTS THAT ARE TOO SMALL TO INSTALL AN ACCESS DOOR OF THE MINIMUM SPECIFIED SIZE, PROVIDE A 12 IN. LONG SECTION OF REMOVABLE DUCTWORK FOR MAINTENANCE AND INSPECTION ACCESS. REMOVABLE DUCTWORK SHALL BE FASTENED BETWEEN DEVICE REQUIRING ACCESS AND NEXT DUCT SECTION WITH DUCT FLANGES OR DONALDSON TORIT CLAMP WITH PVC FOAM SEAL. FOR DUCTS THAT ARE REQUIRED TO BE INSULATED, PROVISIONS SHALL BE MADE TO ALLOW INSULATION TO BE EASILY REMOVED AND RE -INSTALLED. DUCT SUPPORTS A. PROVIDE PER SMACNA, SAME MATERIAL AS DUCT. HANGER BANDS TO EXTEND DOWN SIDES AND TURN UNDER BOTTOM 2 IN. MINIMUM TWO METAL SCREWS PER HANGER. ANGLE IRON ON LARGER DUCT SPACED PER BUILDING STRUCTURAL SYSTEM BUT NOT GREATER THAN 8 FT. PROVIDE EXTRA SUPPORT ANGLES AS REQUIRED. B. PROVIDE ADDITIONAL SUPPORTS AS REQUIRED TO SUPPORT REHEAT COILS, AIR TERMINAL UNITS, FILTER ENCLOSURES, AND ANY OTHER DUCT MOUNTED EQUIPMENT INDEPENDENT FROM THE ASSOCIATED DUCTWORK SYSTEM. AIR AND WATERTIGHT DUCTWORK A. WHERE WATER AND SNOW MAY ACCUMULATE ON DUCTWORK OR WHERE ODORS OR CORROSIVE GASSES MAY COLLECT, DUCTWORK AND PLENUMS SHALL BE MADE WATERTIGHT BY SOLDERING, BRAZING OR WELDING OF JOINTS. GRADE DUCTS DOWN TOWARD WASTE POINTS AND/OR TOWARD LOUVERS. PROVIDE VALVE AND DRAIN PIPING FROM LOW POINT TO WASTE POINT. 1. INTAKE AND EXHAUST PLENUMS. 2. SWIMMING POOL EXHAUSTS AND RETURN AIR SYSTEMS. 3. CHEMISTRY ROOM EXHAUST SYSTEM. B. TEST FOR WATERTIGHTNESS: BEFORE CONCEALMENT, APPLY WATER BY HOSE TO CHECK FOR LEAKS, WITNESSED BY OWNER'S REPRESENTATIVE. DUCT SEALING A. PREPARATION: 1. CLEAN SURFACES OF DIRT, OIL, GREASE AND LOOSE OF FOREIGN MATTER THAT COULD IMPAIR ADHESION, USING SOAP AND WATER OR SOLVENT. 2. ALLOW SURFACES TO DRY COMPLETELY BEFORE PROCEEDING. B. INSTALLATION OF SEALANT SYSTEM: 1. APPLY SEALANT SYSTEM TO DUCT JOINTS, FASTENERS, AND SEAMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2. APPLY SEALANT BY BRUSH, PUTTY KNIFE OR CAULK GUN, TO FULL COVERAGE. REMOVE EXCESS ADHESIVE IMMEDIATELY. 3. COMPLETELY SEAL DUCT JOINT, FASTENERS AND SEAMS WITHOUT VOIDS, TO A MINIMUM 20 MIL THICK WET FILM. 4. APPLY AND STORE AT AMBIENT TEMPERATURE OF 40F TO 100F; AND PROTECT FROM FREEZING UNTIL DRY. C. FIELD QUALITY CONTROL: 1. ALLOW DUCT SEALANT SYSTEM TO CURE A MINIMUM OF 72 HOURS BEFORE OPERATING THE SYSTEM. 4 5 6 bt 2. DO NOT APPLY EXTERNAL DUCT INSULATION OR COATINGS UNTIL THE JOINTS HAVE BEEN INSPECTED BY THE OWNER'S REPRESENTATIVE. 1.1 EXHIBIT I - DUCTWORK MATERIALS SERVICE MATERIAL SPECIAL REQUIREMENTS 1.2 RESTROOM AND LOCK FORMING QUALITY, JOINTS AND FEATURES AS GENERAL SUPPLY, GALVANIZED STEEL ASTM A653 CALLED FOR RETURN, VENT, RELIEF, AND A924, GALVANEAL/PAINT OUTSIDE AND EXHAUST GRIP IF NOT INSULATED AND EXPOSED 1.3 LEAVE ROOM AND PUMP ALUMINUM ALUMINUM FASTENERS ROOM SUPPLY, RETURN, RELIEF AND EXHAUST DUCT SYSTEMS IN THEIR ENTIRETY. ACCESSORIES, SAME MATERIAL AND GAUGE --------------- DAMPERS AND AIR AS PARENT DUCT TURNS END OF SECTION 7 8 9 PART 1 - GENERAL DESCRIPTION A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES AS REQUIRED FOR THE COMPLETE INSTALLATION DESIGNED IN CONTRACT DRAWINGS. SUBMITTALS A. SUBMIT PRODUCT DATA FOR ALL FANS, MOTORS, DRIVES, AND ACCESSORIES. INCLUDE ALL FAN CURVES FAN OPERATING POINT, AND SOUND DATA. QUALITY ASSURANCE A. CAPACITY, SIZE AND ARRANGEMENT, STATIC PRESSURE, BRAKE HORSEPOWER, COMPONENT PARTS AND ACCESSORIES SHALL BE PROVIDED AS CALLED FOR OR SCHEDULED. GUARANTEED FULL CAPACITY DELIVERY THROUGH DUCT SYSTEMS FINALLY INSTALLED AND UNDER CONDITIONS LISTED. THE MANUFACTURER SHALL GUARANTEE SOUND -POWER LEVEL RATINGS NOT EXCEEDING THOSE OF THE DESIGN EQUIPMENT, ALL EQUIPMENT SHALL BE STATICALLY AND DYNAMICALLY BALANCED TO ACCEPTABLE TOLERANCES WITH WEIGHTS PERMANENTLY FASTENED. FAN WHEELS SHALL BE REBALANCED IN THE FIELD, IF NECESSARY. B. PRESSURE CLASSIFICATION: MAXIMUM TOTAL SP CLASS UP TO 3-3/4 IN. WG-STD I UP TO 6-3/4 IN. WG-STD II UP TO 12-3/4 IN. WG-STD JII C. CONVENTIONAL MOTORS: 1. MOTOR SIZES SHALL BE AS SCHEDULED. REFER TO SPECIFICATION SECTION 230513 FOR MOTOR TYPES, EFFICIENCY REQUIREMENTS, AND ACCEPTABLE MOTOR MANUFACTURERS. ALL BELT -DRIVEN FAN MOTORS SHALL BE MOUNTED ON EITHER AN ADJUSTABLE SLIDE BASE OR A PIVOTING BASE. D. EC MOTORS: 1. MOTORS SHALL BE ELECTRONICALLY COMMUTATED TYPE (EC), VARIABLE SPEED, DC, BRUSHLESS MOTORS SPECIFICALLY DESIGNED FOR USE WITH SINGLE PHASE, 277 VOLT (OR 120 VOLT), 60 HERTZ ELECTRICAL INPUT. 2. MOTOR SHALL BE COMPLETE WITH AND OPERATED BY A SINGLE- PHASE INTEGRATED CONTROLLER/INVERTER THAT OPERATES THE WOUND STATOR AND SENSES ROTOR POSITION TO ELECTRONICALLY COMMUTATE THE STATOR. 3. MOTORS SHALL BE DESIGNED FOR SYNCHRONOUS ROTATION. MOTOR ROTOR SHALL BE PERMANENT MAGNET TYPE WITH NEAR ZERO ROTOR LOSSES. MOTOR SHALL HAVE BUILT -IN -SOFT START AND SOFT SPEED CHANGE RAMPS. 4. MOTOR SHALL BE ABLE TO BE MOUNTED WITH SHAFT IN HORIZONTAL OR VERTICAL ORIENTATION. MOTOR SHALL BE PERMANENTLY LUBRICATED WITH BALL BEARINGS. MOTORS SHALL BE DIRECT COUPLED TO THE BLOWER. 5. MOTOR SHALL MAINTAIN A MINIMUM OF 85% EFFICIENCY OVER ITS ENTIRE OPERATING RANGE AND HAVE A TURNDOWN TO 20% OF FULL SPEED, (80% TURNDOWN). 6. PROVIDE MANUAL [REMOTE] FAN SPEED OUTPUT CONTROL FOR FIELD ADJUSTMENT OF THE FAN AIRFLOW SETPOINT. 7. INDUCTORS SHALL BE PROVIDED TO MINIMIZE HARMONIC DISTORTION AND LINE NOISE. 8. PROVIDE ISOLATION BETWEEN FAN MOTOR ASSEMBLY AND UNIT CASING TO ELIMINATE ANY VIBRATION FROM THE FAN TO THE TERMINAL UNIT CASING. 9. PROVIDE A MOTOR THAT IS DESIGNED TO OVERCOME REVERSE ROTATION AND NOT AFFECT LIFE EXPECTANCY. 10. THE FAN MANUFACTURER SHALL PROVIDE A FACTORY INSTALLED PWM CONTROLLER FOR EITHER MANUAL OR DDC CONTROLLED FAN CFM ADJUSTMENT. THE MANUAL PWM CONTROLLER SHALL BE FIELD ADJUSTABLE WITH A STANDARD SCREWDRIVER. THE REMOTE PWM CONTROLLER SHALL BE CAPABLE OF RECEIVING A 0-10 VDC SIGNAL FROM THE DDC CONTROLLER (PROVIDED BY THE CONTROLS CONTRACTOR) TO CONTROL THE FAN CFM. WHEN THE MANUAL PWM CONTROLLER IS USED, THE FACTORY SHALL PRESENT THE FAN CFMS AS SHOWN ON THE SCHEDULE. 11. ACCEPTABLE MANUFACTURERS: EMERSON ULTRATECH, U.S. MOTORS-NIDEC, GE -ECM, A.O. SMITH OR EQUIVALENT. E. DRIVE SYSTEMS: 1. PROVIDE FANS WITH BELT OR DIRECT DRIVE SYSTEMS AS SCHEDULED. V-BELT DRIVES AS RECOMMENDED BY DRIVE MANUFACTURER, UNLESS OTHERWISE SPECIFIED OR SCHEDULED. a. SIZE DRIVE FOR 200% OF MOTOR RATING WHEN MOTOR IS 10 HP AND LARGER. SIZE FOR 150% OF MOTOR RATING WHEN MOTOR IS LESS THAN 10 HP. b. MOTORS 5 HP AND LARGER SHALL BE PROVIDED WITH A MINIMUM OF TWO (2) BELTS. ALL BELT SETS SHALL BE MATCHED. C. CAST IRON OR CAST STEEL PULLEYS. d. PROVIDE BELT AND SHAFT GUARDS FOR EACH DRIVEN DEVICE. PROVIDE OPENINGS IN BOTH THE MOTOR AND FAN SECTIONS OF THE GUARD SO THAT THE MOTOR AND FAN SPEEDS CAN BE CHECKED WITHOUT REMOVING THE BELT GUARD. e. BELTS SHALL BE OIL AND HEAT RESISTANT, NON -STATIC TYPE. f. DRIVES SHALL BE PRECISION MACHINED CAST IRON TYPE, KEYED AND SECURELY ATTACHED TO THE WHEEL AND MOTOR SHAFTS. 9. ALL BELT DRIVE FAN MOTOR SELECTIONS MUST INCLUDE AN ALLOWANCE FOR MEDIUM DRIVE LOSSES AS ESTABLISHED BY AMCA PUBLICATION 203. F. MOTOR PULLEYS: 1. 5 HP AND SMALLER: ADJUSTABLE TYPE TO PRODUCE 15% SPEED CHANGE ABOVE AND BELOW SCHEDULED FAN SPEED. 7-1/2 HP AND LARGER: FIXED TYPE. 2. 5 HP AND SMALLER: "A" SECTION, 2.6 IN. MINIMUM PITCH DIAMETER. 3. 7-1/2 HP TO 20 HP: "B" SECTION, 4.6 IN. MINIMUM PITCH DIAMETER. 4. 25 HP AND LARGER: "C" SECTION 7.0 IN. MINIMUM PITCH DIAMETER. 5. DRIVE RATIO NOT OVER 4:1. G. BEARINGS: 1. BEARINGS SHALL BE DESIGNED AND INDIVIDUALLY TESTED SPECIFICALLY FOR USE IN AIR HANDLING APPLICATIONS. CONSTRUCTION SHALL BE HEAVY-DUTY REGREASABLE BALL TYPE IN A PILLOW BLOCK CAST IRON HOUSING SELECTED FOR A MINIMUM L50 LIFE IN EXCESS OF 200,000 HOURS AS MAXIMUM CATALOGED OPERATING SPEED. H. WHEELS AND PROPELLERS: 1. ALL WHEELS AND PROPELLERS SHALL BE BALANCED IN ACCORDANCE WITH AMCA STANDARD 204-96, BALANCE QUALITY AND VIBRATION LEVELS FOR FANS. WHEEL SHALL OVERLAP AN AERODYNAMIC ALUMINUM INLET CONE TO PROVIDE MAXIMUM PERFORMANCE AND EFFICIENCY. 2. BLADES ON ALL SIZES SHALL BE CONTINUOUSLY WELDED TO THE BACKPLATE AND DEEP SPUN INLET SHROUD. 3. ALL HUBS SHALL BE KEYED AND SECURELY ATTACHED TO THE FAN SHAFT. 10 12 I. BLOWER SHAFTS: 1. ALL BLOWER SHAFTS SHALL BE AISI-C-1045 HOT ROLLED AND ACCURATELY TURNED, GROUND AND POLISHED. SHAFTING SHALL BE SIZED FOR A CRITICAL SPEED OF AT LEAST 125% OF MAXIMUM CATALOGED OPERATING SPEED. J. COATING: 1. ALL STEEL FAN COMPONENTS SHALL CONTAIN AN ELECTROSTATICALLY APPLIED, BAKED POLYESTER POWDER COATING. PAINT MUST EXCEED 1,000 HOUR SALT SPRAY UNDER ASTM 13117 TEST METHOD. K. VIBRATION ISOLATION FOR UNITS SHALL BE FURNISHED BY THE FAN MANUFACTURER UNLESS OTHERWISE NOTED. PROVIDE GUIDED SPRING TYPE VIBRATION ISOLATORS. L. CERTIFICATIONS: 1. FAN SHALL BE LISTED BY UNDERWRITERS LABORATORIES (UL 705) AND UL LISTED FOR CANADA (CUL 705). FAN SHALL BEAR THE AMCA CERTIFIED RATINGS SEAL FOR SOUND AND AIR PERFORMANCE. 2. ALL UNITS SHALL BEAR AN ENGRAVED ALUMINUM NAMEPLATE AND SHALL BE SHIPPED IN ISTA CERTIFIED TRANSIT -TESTED PACKAGING. PART 2-PRODUCTS A. SQUARE CENTRIFUGAL BLOWERS` 1. CONSTRUCTION: a. THE FAN SHALL BE BOLTED CONSTRUCTION UTILIZING CORROSION RESISTANT FASTENERS. HOUSING SHALL BE MINIMUM 18 GAUGE GALVANIZED STEEL WITH INTEGRAL INLET AND OUTLET FLANGES. b. PIVOTING MOTOR PLATE SHALL UTILIZE THREADED L-STUDS FOR POSITIVE BELT TENSIONING. C. BOLTED ACCESS DOORS SHALL BE PROVIDED ON THREE (3) SIDES, SEALED WITH CLOSE CELL NEOPRENE GASKETING. d. HOUSING SHALL BE PRE -DRILLED TO ACCOMMODATE UNIVERSAL MOUNTING FEET FOR VERTICAL OR HORIZONTAL INSTALLATION. 2. WHEEL: a. WHEEL SHALL BE ALUMINUM, NON -OVERLOADING, CENTRIFUGAL BACKWARD INCLINED, FLAT BLADE TYPE. HUB SHALL BE CAST AND PRECISION MACHINED, ALSO CONSTRUCTED OF 100% ALUMINUM. 3. ACCESSORIES: a. INLET SCREENS. b. OSHA BELT GUARD. C. MOTOR COVER. d. INLET/OUTLET FLEX DUCT CONNECTOR. e. DISCONNECT SWITCH - FACTORY WIRED AND MOUNTED. f. BACKDRAFT DAMPER g. SPEED CONTROLLER (FOR DIRECT DRIVE MODELS ONLY) - FACTORY WIRED AND MOUNTED. 4. BASIS -OF -DESIGN: PRODUCT INDICATED IN SCHEDULE. B. CEILING, WALL OR INLINE MOUNTED, DIRECT DRIVEN, CENTRIFUGAL EXHAUST FAN: 1. CONSTRUCTION: a. THE FAN HOUSING SHALL BE MINIMUM 20 GAUGE GALVANIZED STEEL AND ACOUSTICALLY INSULATED. b. BLOWER AND MOTOR ASSEMBLY SHALL BE MOUNTED TO A MINIMUM 14 GAUGE REINFORCING CHANNEL. MOTOR SHALL BE RESILIENTLY MOUNTED. C. UNIT SHALL BE SUPPLIED WITH INTEGRAL WIRING BOX. d. DISCHARGE POSITION SHALL BE CONVERTIBLE FROM RIGHT ANGLE TO STRAIGHT THROUGH BY MOVING INTERCHANGEABLE PANELS. THE OUTLET DUCT COLLAR SHALL INCLUDE REINFORCED ALUMINUM DAMPERS WITH CONTINUOUS ALUMINUM HINGE RODS AND BRASS BUSHINGS. TO ACCOMMODATE DIFFERENT CEILING THICKNESS, AN ADJUSTABLE PREPUNCHED MOUNTING BRACKET SHALL BE PROVIDED. e. A POWDER PAINTED WHITE STEEL GRILLE SHALL BE PROVIDED AS STANDARD. 2. WHEEL: a. WHEELS SHALL BE TWIN DWDI CENTRIFUGAL FORWARD CURVED TYPE, CONSTRUCTED OF GALVANIZED STEEL. 3. ACCESSORIES: a. DISCONNECT SWITCH - FACTORY MOUNTED AND WIRED. b. FAN SPEED CONTROLLER (FOR DIRECT DRIVE MODELS ONLY) - FACTORY MOUNTED AND WIRED. 4. BASIS -OF -DESIGN: PRODUCT INDICATED IN SCHEDULE. 2.2 CONTROL (MOTORIZED) DAMPERS A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS OF THIS SECTION, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING: 1. RUSKIN, TAMCO, GREENHECK. B. PROVIDE CONTROL DAMPERS AS SHOWN ON THE DRAWINGS AND DIAGRAMS, TO MEET THE FOLLOWING MINIMUM CONSTRUCTION STANDARDS: 1. LEAKAGE: CLASS 1, 4 CFM/SQ. FT. AT 1 IN. W.C., TESTED PER AMCA STANDARD 500-D-98, AND AMCA STANDARD 500-D-98, AND AMCA STANDARD 511 AND BEARING AMCA'S CERTIFIED RATINGS FOR BOTH AIR PERFORMANCE AND AIR LEAKAGE. 2. FRAME: 16 GAUGE GALVANIZED STEEL STRUCTURAL HAT CHANNEL WITH TABBED CORNERS FOR REINFORCEMENT TO MEET 13 GAUGE CRITERIA. 3. BLADES: 14 GAUGE (EQUIVALENT THICKNESS GALVANIZED STEEL) ROLL FORWARD AIR FOIL TYPE FOR LOW PRESSURE DROP AND LOW NOISE GENERATION. BLADES SHALL BE PARALLEL FOR TWO - POSITION DAMPERS AND OPPOSED, FOR MODULATING DAMPERS. 4. BLADE SEALS: RUSKIPRENE, SUITABLE FOR -72°F TO 275°F MECHANICALLY LOCKED INTO THE BLADE EDGE. 5. JAMB SEALS: FLEXIBLE METAL COMPRESSION TYPE. 6. BLADE AXLES: 1/2 IN. PLATED STEEL HEXAGONAL POSITIVELY LOCKED INTO THE DAMPER BLADE. LINKAGE CONCEALED OUT OF THE AIRSTREAM. 7. BEARINGS: CORROSION RESISTANT, PERMANENTLY LUBRICATED STAINLESS STEEL SLEEVE. 8. DAMPERS SUBJECT TO CORROSIVE FUMES OR HUMIDITY SHALL BE CONSTRUCTED OF STAINLESS STEEL. 9. DAMPERS OVER 48 IN. IN LENGTH AND HEIGHT SHALL BE MADE IN MULTIPLE SECTIONS. 10. WHERE DAMPER SIZES ARE NOT SPECIFICALLY INDICATED, THEY SHALL BE SIZED BY THE SUB -CONTRACTOR. MAXIMUM VELOCITY SHALL BE 1500 FPM AND MAXIMUM PRESSURE DROP 0.1 IN. W.G. 11. WHERE SHOWN OR REQUIRED FOR PROOF OF CLOSURE OR OPEN POSITION, PROVIDE FACTORY INSTALLED DAMPER POSITIONING SWITCH PACKAGE RUSKIN MODEL SP-100. N i ARCHITECTS,P.C. A'Ro' C un E C7URCS ■ M �H7FID_flo L A H H � H 307 Washington Avenue L Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK RESTROOM BUILDING K 512 MAIN STREET WEST YARMOUTH, MA 02673 J ENGINEERING Mechanical/Electrical Engineering consultants Capital District I Rochester 1 Buffalo I Syracuse 433 STATE STREET. SITE 410 xuexz+arm 513.533.2171 SCHENECTADY, NY 12305 www.meengineering.com H DDA PROJECT #21-008 C N M.q c M AE v ICAL GI a q NO.54230 Yp�F-/STE\-' FSS/G ONA�- Stamp F SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 E I D C Drawn C DM Projeci Manager BAC P.I.C. MEK SHEET TITLE SPECIFICATIONS B SHEET NUMBER M002 A 13 1 14 ( 15 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. 2 3 4 5 1 7 8 9 10 12 13 14 15 HALL BE AS MANUFACTURED BY RUSKIN CD 60 ►AMPER, OR EQUIVALENT TAMCO, GREENHECK OR :::SIGN: RUSKIN CD60. )ERS (HORIZONTAL MOUNT - AIR FLOW UP) (1000 FPM SUBJECT TO COMPLIANCE WITH REQUIREMENTS OF DVIDE PRODUCTS BY ONE OF THE FOLLOWING: EEENHECK, AIR BALANCE INC., AMERICAN WARMING AND G, NAILOR. AVITY BALANCED. DCITY: 1000 FPM (RUSKIN BD2/A1). PRESSURE: 1.5 IN. W.G.. SURE: BD2A1 .03 IN. W.G. START TO OPEN -.10 BLADES )ED 6063TS .090 IN. THICK EXTRUDED ALUMINUM WITH S OR MECHANICALLY ATTACHED AND MOUNTING E SINGLE -PIECE BLADES, END PIVOTED, MAXIMUM 6 IN. TICK, ROLL -FORMED ALUMINUM (BD2A1) WITH SEALED %RALLEL. TRUDED VINYL, MECHANICALLY LOCKED. GALVANIZED STEEL. 0.20 IN. �CKETS: ALUMINUM. ADJUSTABLE TENSION. iETIC PIVOT BUSHINGS. VT DEVICE TO PERMIT SETTING FOR VARYING IAL STATIC PRESSURE. JEIGHTS AND SPRING -ASSIST KITS FOR VERTICAL ISTALLATIONS. RUSKIN BD2A1. PRESSURE RELIEF DAMPERS (HORIZONTAL MOUNT - AIR M) SUBJECT TO COMPLIANCE WITH REQUIREMENTS OF OVIDE PRODUCTS BY ONE OF THE FOLLOWING: ZEENHECK, AIR BALANCE INC., AMERICAN WARMING AND IG, NAILOR. :AVITY BALANCED. OCITY: 1500 TO 2500 FPM. I PRESSURE: 4 IN. W.G. SURE: .12 IN. W.G. BLADES START TO OPEN, .20 IN. W.G. EN. PED, 6063TS - .070 IN. THICK EXTRUDED ALUMINUM, WITH S OR MECHANICALLY ATTACHED AND MOUNTING .E SINGLE -PIECE BLADES, END PIVOTED, MAXIMUM 6 IN. ICK, ROLL -FORMED ALUMINUM WITH SEALED EDGES. ARALLEL. TRUDED VINYL, MECHANICALLY LOCKED. GALVANIZED STEEL. 0.20 IN. 4CKETS: ALUMINUM. ADJUSTABLE TENSION. HETIC PIVOT BUSHINGS. NT DEVICE TO PERMIT SETTING FOR VARYING -IAL STATIC PRESSURE. VEIGHTS AND SPRING -ASSIST KITS FOR VERTICAL VSTALL.ATIONS. PRESSURE CONTROL. RUSKIN BDG (GRAVITY BALANCED). PART 3 - EXECUTION MENT ENT IN ACCORDANCE WITH MANUFACTURER'S ALL FANS SHALL MEET THE INTENT OF THE SYSTEM ',EQUIREMENTS. PROVIDE RUBBER IN -SHEAR VIBRATION LL FANS UNLESS OTHERWISE CALLED FOR. PROVIDE 'ORT STEEL FOR EQUIPMENT. PROVIDE GUARDS FOR _TS, SHAFTS, AND FAN WHEELS. CHANGE PULLEY SIZES VIES AS REQUIRED TO MAKE SYSTEMS DELIVER PITIES OF AIR AS LISTED ON THE CONTRACT DRAWINGS. SECTION 232010 - PIPING SYSTEMS AND ACCESSORIES a. #18 USSG, GALVANIZED STEEL SHIELDS, MINIMUM 1200 ARC. A. MATERIALS FOR FIRESTOPPING SEALS SHALL BE LISTED BY AN APPROVED D. EXTEND 1/8 IN. ABOVE FINISHED AREAS. IN ABOVE GRADE MECHANICAL PROVIDE ICA-HAMFAB-BLOCK, 18# DENSITY MOLDED INDEPENDENT TESTING LABORATORY FOR "PENETRATION FIRESTOP AND OTHER AREAS WITH FLOOR DRAINS; USE STEEL PIPE SLEEVES 2 IN. PART 1 - GENERAL FIBERGLASS INSERTS, BETWEEN PIPE AND HANGER SHIELD SYSTEMS". THE SYSTEM SHALL MEET THE STANDARD FIRE TEST FOR ABOVE FLOOR. USE PIPE SLEEVES IN BEARING WALLS, STRUCTURAL 1.1 WORK INCLUDED TO MAINTAIN PROPER SPACING FOR INSULATION. PENETRATION FIRESTOP SYSTEMS DESIGNATED ASTM E814. FIRESTOP SLABS, BEAMS AND OTHER STRUCTURAL SURFACES, AND WHERE CALLED INSULATION INSERTS SHALL EXTEND 1 IN. BEYOND THE SYSTEM SHALL BE PROVIDED AT LOCATIONS WHERE PIPING PASSES FOR.. SLEEVES SHALL BE AS SMALL AS PRACTICAL, CONSISTENT WITH A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES AS REQUIRED SHEET METAL SHIELDS. MATERIAL SHALL COMPLY WITH THROUGH FIRE RATED WALL, FLOOR/CEILING, OR CEILING/ROOF INSULATION, SO AS TO PRESERVE FIRE RATING. FILL ABANDONED FOR THE COMPLETE INSTALLATION DESIGNED IN CONTRACT DOCUMENTS. ASTM E84 25/50, HAVE A THERMAL CONDUCTIVITY OF K=.30 ASSEMBLY. MINIMUM REQUIRED FIRE RESISTANT RATINGS OF THE SLEEVES WITH CONCRETE. PROVIDE RUBBER GROMMET SEALS FOR (STABLE) AND HAVE A SERVICE TEMPERATURE OF -120°F TO ASSEMBLY SHALL BE MAINTAINED BY THE FIRESTOP SYSTEM. PIPES PASSING THROUGH DUCTS OR AIR CHAMBERS OR BUILT-UP 1.2 SUBMITTALS +650°F. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION SHALL CONFORM WITH THE MANUFACTURER'S HOUSINGS. A. SCHEDULE OF PIPE MATERIALS, FITTINGS AND CONNECTIONS PRINTED INSTRUCTIONS. RECOMMENDATIONS AND OTHER REQUIREMENTS NECESSARY TO MEET 3.9 SLEEVE PACKING THE TESTING LABORATORY'S LISTING FOR THE SPECIFIC INSTALLATION. PART 2 -PRODUCTS 3. SHIELD SIZING: 2 11 PIPING MATERIALS AND SCHEDULE A. SEAL VOID SPACE AT SLEEVES AS FOLLOWS: 2.1 GENERAL A. PIPE AND FITTINGS SHALL BE NEW, MARKED WITH MANUFACTURER'S NAME AND COMPLY WITH APPLICABLE ASTM AND ANSI STANDARDS. B. ALL ADHESIVES, SEALANTS, PRIMERS AND PAINT USED FOR PIPING IN THE INTERIOR OF THE BUILDING SHALL COMPLY WITH THE MAXIMUM VOLATILE PIPE SIZE SHIELD LENGTH MINIMUM GAUGE 1/2 IN. TO 3-1/2 IN. 9 IN. 20 4 1N. 9 1N. 20 5 IN. AND 6 IN. 9 IN. 20 8 IN. TO 12 IN. 12 IN. 18 14 IN. TO 24 IN. 18 IN. 16 A. SEE EXHIBIT "A", "SCHEDULE OF PIPING MATERIALS" AT END OF THIS 1. INTERIOR LOCATIONS: FIRMLY PACK WITH FIBERGLASS AND CAULK. SECTION FOR (HVAC) PIPING. 2. EXTERIOR WALLS AND BELOW GRADE CORED HOLES: USE PART 3 -EXECUTION SEALING ELEMENT. 3.1 EQUIPMENT AND SYSTEMS 3. FIRE RATED, PARTITIONS AND FLOOR SLABS: USE FIRE RATED SEALING ELEMENTS MATERIALS AND METHODS. PROVIDE PER ORGANIC COMPOUND (VOC) LIMITS CALLED FOR IN THE CURRENT A. PROVIDE EQUIPMENT AND SYSTEMS IN ACCORDANCE WITH LAWS, CODES, MANUFACTURER'S INSTRUCTIONS TO MAINTAIN FIRESTOP. VERSION OF U.S. GREEN BUILDING COUNCIL LEED CREDITS EQ 4.1 AND EQ HANGER SHIELD GAUGES LISTED ARE FOR USE WITH BAND TYPE AND PROVISIONS OF EACH APPLICABLE SECTION OF THESE 4.2. 4. HANGERS ONLY. FOR POINT LOADING (ROLLER SUPPORT), SPECIFICATIONS. ACCURATELY ESTABLISH GRADE AND ELEVATION OF 4. WATERPROOFED WALLS AND FLOORS: USE WATERPROOF INCREASE SHIELD THICKNESS BY ONE GAUGE, AND LENGTH BY PIPING BEFORE SETTING SLEEVES. INSTALL PIPING WITHOUT SPRINGING SEALING ELEMENT, DEVICE, OR COMPOUND. 2.2 COPPER TUBE AND FITTINGS - SOLDER JOINT 50%. OR FORCING (EXCEPT WHERE SPECIFICALLY CALLED FOR), MAKING 3.10 ESCUTCHEON PLATES A. PIPE: ASTM B88; TYPE K, L OR M, HARD TEMPER. SOFT TEMPER ONLY WHERE SPECIFIED. PLANS SHOW COPPER TUBE SIZES. D. HANGER SPACING SCHEDULES: (BASED UPON MOST STRINGENT PROPER ALLOWANCE FOR EXPANSION AND ANCHORING. ARRANGE PIPING AT EQUIPMENT WITH NECESSARY OFFSETS, UNION, FLANGES, AND A. PROVIDE POLISHED CHROME ESCUTCHEON PLATES FOR UNINSULATED REQUIREMENT OF MCNYS AND ASME B31.9) VALVES, TO ALLOW FOR EASY PART REMOVAL AND MAINTENANCE. EXPOSED PIPING PASSING THROUGH FLOORS, WALLS OR CEILINGS IN B. TEES, ELBOWS, REDUCERS: WROUGHT COPPER, ANSI B16.22 OR CAST BRONZE; ANSI B16.8 SOLDER END CONNECTIONS. C. UNIONS AND FLANGES: 2 IN. AND SMALLER USE UNIONS, SOLDER TYPE, CAST BRONZE, GROUND JOINT, 150 LB. SWP: 2-1/2 IN. AND OVER USE FLANGES, CAST BRONZE, COMPANION TYPE, ASME DRILLED, SOLDER CONNECTION, 150 LB. SWP. D. SOLDER MATERIALS: NO -LEAD SOLDER, USING ALLOYS MADE FROM TIN, OFFSET PIPING AND CHANGE ELEVATION AS REQUIRED TO COORDINATE FINISHED AREAS. WITH OTHER WORK. AVOID CONTACT WITH OTHER MECHANICAL OR 3.11 TESTS ELECTRICAL SYSTEMS. PROVIDE ADEQUATE MEANS OF DRAINING AND VENTING UNITS, RISERS, CIRCUITS AND SYSTEMS. INSTALL DRAINS A. TEST PIPING AND ACCESSORIES BEFORE INSULATION, OR CONCEALMENT. CONSISTING OF A TEE FITTING WITH A 3/4 IN. BALL VALVE WITH HOSE END REPEAT AS MANY TIMES AS NECESSARY TO PROVE TIGHT SYSTEM. CAP AND CHAIN, AT LOW POINTS IN HYDRONIC PIPING SYSTEM MAINS, AND NOTIFY OWNER'S REPRESENTATIVE AT LEAST SEVEN DAYS IN ADVANCE ELSEWHERE AS REQUIRED FOR SYSTEM DRAINAGE. OF EACH TEST. ISOLATE VALVES AND EQUIPMENT NOT CAPABLE OF COPPER, SILVER AND NICKEL. B. CONCEAL PIPING UNLESS OTHERWISE CALLED FOR. COPPER TUBING WITHSTANDING TEST PRESSURES. MAKE LEAKS TIGHT; NO CAULKING SHALL BE CUT WITH A WHEELED TUBING CUTTER OR OTHER APPROVED PERMITTED. REMOVE AND REPLACE DEFECTIVE FITTINGS, PIPE OR E. MAKE: HARRIS "STAY -SAFE 50" AND "BRIGHT", ENGELHARD "SILVERBRIGHT COPPER TUBING CUTTER TOOL. THE TUBING MUST BE CUT SQUARE TO CONNECTIONS. FURNISH NECESSARY PUMPS, GAUGES, EQUIPMENT, 100", WILLARD INDUSTRIES "SOLDER SAFE (SILVER BEARING), CANFIELD PIPING VALVING POWER AND LABOR FOR TESTING CERTIFY THAT TESTS "WATERSAFE" OR APPROVED EQUAL. 2.3 COPPER TUBE AND FITTINGS - BRAZED JOINT A. PIPE: ASTM B88, TYPE K OR L, HARD TEMPER. B. TEES, ELBOWS AND REDUCERS: WROUGHT COPPER, ANSI B16.22 OR CAST COPPER OR PLASTIC COPPER PIPE PLASTIC PIPE HANGER PIPE SIZE HANGER HANGER ROD SIZE SPACING SPACING 3/4 TO 1 IN. 6 FT. 3 FT. 3/8 IN. 1-1/4 IN. 6 FT. 4 FT. 3/8 IN. 1-1/2 TO 2 IN. 8 FT. 4 FT. 3/8 IN. 2-1/2 TO 4 IN. 10 FT. 4 FT. 1/2 IN. 5 IN. AND LARGER 10 FT. 4 FT. 3/4 IN. STEEL PIPE SIZE STEEL PIPE HANGER SPACING HANGER ROD SIZE 3/4 TO 1 IN. 8 FT. 3/8 IN. 1-1/4 IN. 10 FT. 3/8 IN. 1-1/2 TO 2-1/2 IN. 12 FT. 3/8 IN. 3 TO 4 IN. 12 FT 1/2 IN. 5 IN. AND LARGER 12 FT. 3/4 IN. PERMIT PROPER JOINING WITH THE FITTINGS. REAM PIPES AFTER HAVE BEEN SUCCESSFULLY COMPLETED. CUTTING AND CLEAN BEFORE INSTALLING. CAP OR PLUG EQUIPMENT AND PIPE OPENINGS DURING CONSTRUCTION. INSTALL PIPING PARALLEL WITH B. SCHEDULE OF TEST REQUIREMENTS: LINES OF BUILDING, PROPERLY SPACED TO PROVIDE CLEARANCE FOR INSULATION. MAKE CHANGES IN DIRECTION AND BRANCH CONNECTIONS 1. REFRIGERATION: WITH FITTINGS UNLESS SUBMITTED AND ACCEPTED PER PART 2. DO NOT a. AFTER INSTALLATION, CHARGE SYSTEM WITH DRY INSTALL VALVES, UNION AND FLANGES IN INACCESSIBLE LOCATIONS. NITROGEN TO MANUFACTURER'S RECOMMENDED EAL OF ADEQUATE DEPTH ON DRAIN PANS BRONZE, ANSI B16.18. PROVIDE TRAP S PRESSURE. C. UNIONS AND FLANGES: UNIONS FOR 2 IN. AND SMALLER. BRAZED TYPE INSERTS: CARBON STEEL BODY AND SQUARE INSERT NUT, GALVANIZED C. PROVIDE REDUCERS AT ALL CONTROL VALVES, WHERE CONTROL VALVE b. SYSTEM SHALL HOLD THIS CHARGE WITH NO PRESSURE CAST BRONZE GROUND JOINT, 150 LB. SWP- FLANGED FOR 2-1 /2 IN. AND E. FINISH, MAXIMUM LOADING 1,300 LBS., FOR 3/8 IN. TO 3/4 IN. ROD SIZES. IS SMALLER THAN PIPELINE SIZE. REDUCERS FOR STEAM CONTROL DROP FOR 24 HOURS. LARGER, BRAZED TYPE, CAST BRONZE COMPANION TYPE, GASKETED AND DRILL THROUGH DECKING FOR HANGER RODS AND SECURE DEVICES VALVES SHALL BE ECCENTRIC TYPE. PROVIDE UNIONS AT EACH SIDE OF BOLTED, ASME DRILLED 150 LB. SWP.GASKETS: GRADE "EHP" EPDM WITH INTEGRAL SUPPORT PLATE STRAP WITH SHEET METAL SCREWS. EVERY CONTROL VALVE AND REDUCERS DIRECTLY ADJACENT TO THE 3.12 PROTECTION AGAINST PHYSICAL DAMAGE SYNTHETIC RUBBER, COLOR -CODED, -30°F TO 250°F TEMPERATURE DEVICES SHALL HAVE A SAFETY FACTOR OF FOUR. UNIONS. RANGE, SUITABLE FOR WATER SERVICE. A. IN CONCEALED LOCATIONS WHERE PIPING, OTHER THAN CAST-IRON OR F. BEAM ATTACHMENTS: D. PROVIDE REDUCERS AT ALL BALANCE VALVES, WHERE BALANCE VALVE IS STEEL, IS INSTALLED THROUGH HOLES OR NOTCHES IN STUDS, JOISTS, D, BRAZING MATERIALS: CLASS BCUP-2 FOR BRAZING COPPER TO BRASS, 1. C-CLAMP, LOCKNUT, ELECTROPLATED FINISH, UL LISTED, FM SMALLER THAN PIPELINE SIZE. RAFTERS OR SIMILAR MEMBERS LESS THAN 1-1/2 IN. FROM THE NEAREST BRONZE OR COPPER.. HARRIS, APPROVED, FOR PIPE SIZES 2 IN. AND SMALLER. 3.2 PIPING OVER ELECTRICAL EQUIPMENT EDGE OF THE MEMBER, THE PIPE SHALL BE PROTECTED BY SHIELD PLATES. PROTECTIVE STEEL SHIELD PLATES HAVING A MINIMUM 2.4 DIELECTRIC PROTECTION 2. CENTER LOAD STYLE WITH CLAMP ATTACHMENTS THAT ENGAGE A. CONTRACTOR SHALL ROUTE PIPING TO AVOID INSTALLATION DIRECTLY THICKNESS OF 0.0575 IN. (NO. 16 GAGE) SHALL COVER THE AREA OF THE A. DESCRIPTION: ASSEMBLY OR FITTING HAVING INSULATING MATERIAL BOTH EDGES OF BEAM, ELECTROPLATED FINISH, UL LISTED, FM OVER ELECTRIC EQUIPMENT, INCLUDING, BUT NOT LIMITED TO PANELS, PIPE WHERE THE MEMBER IS NOTCHED OR BORED, AND SHALL EXTEND ISOLATING JOINED DISSIMILAR METALS TO PREVENT GALVANIC ACTION APPROVED, FOR PIPE SIZES LARGER THAN 2 IN,, REFER TO TRANSFORMERS, DISCONNECTS, STARTERS, MOTOR CONTROL CENTER, NOTE LESS THAN 2 IN. ABOVE SOLE PLATES AND BELOW TOP PLATES. AND STOP CORROSION. "SUPPORTS" FOR ADDITIONAL REQUIREMENTS. ADJUSTABLE SPEED DRIVES AND FUSED SWITCHES. 3.13 PIPE LINE SIZING B. DIELECTRIC UNIONS SHALL NOT BE USED DUE TO THEIR TENDENCY TO G. SUPPORTS: B. PIPING SHALL NOT BE INSTALLED IN THE DEDICATED ELECTRIC AND A, PIPE SIZES CALLED FOR ARE TO BE MAINTAINED. PIPE SIZING CHANGES LEAK, PROVIDE A DIELECTRIC WATERWAY FITTING OR A BRASS NIPPLE FOR DIELECTRIC PROTECTION. A BRASS VALVE IS ALSO AN ACCEPTABLE 1. PROVIDE INTERMEDIATE STRUCTURAL STEEL MEMBERS WHERE WORKING SPACE AS DEFINED BY NEC 110. DEDICATED ELECTRICAL SPACE IS GENERALLY EQUAL TO THE DEPTH AND WIDTH OF ELECTRICAL MADE ONLY AS REVIEWED BY OWNER'S REPRESENTATIVE. WHERE METHOD OF DIELECTRIC PROTECTION. REQUIRED FOR HANGER ATTACHMENT. SECURE MEMBER TO EQUIPMENT, AND EXTENDS 6 FT. ABOVE THE ELECTRICAL EQUIPMENT, OR DISCREPANCY IN SIZE OCCURS, THE LARGER SIZE SHALL BE PROVIDED. STRUCTURE. SELECT SIZE OF MEMBERS BASED ON A MINIMUM TO A STRUCTURAL CEILING. DEDICATED WORKING SPACE IS A MINIMUM C. FLANGES: FACTORY -FABRICATED, COMPANION -FLANGE ASSEMBLY, FOR FACTOR OF SAFETY OF FOUR. OF 30 IN. WIDE OR THE WIDTH OF EQUIPMENT (WHICHEVER IS LARGER) A 150 OR 300 PSIG MINIMUM PRESSURE TO SUIT SYSTEM FLUID PRESSURES 2. FOR WEIGHTS UNDER 1000 LBS.: INSERT, "U" SHAPED CHANNEL, MINIMUM OF 6 FT.-6 IN. TALL, WITH A DEPTH OF 3 FT. TO 9 FT. DEPENDING EXHIBIT "A" -PIPING MATERIALS (HVAC) AND TEMPERATURES WITH FLANGE INSULATION KITS AND BOLT SLEEVES. BEAM CLAMPS OR OTHER STRUCTURALLY REVIEWED SUPPORT. ON THE VOLTAGE. D. WATERWAY FITTINGS: 300 PSI MAXIMUM WORKING PRESSURE AT 230°F, THE FACTOR OF SAFETY SHALL BE AT LEAST FOUR. FOLLOW 3.3 REFRIGERATION PIPING SERVICE PIPE MATERIALS FITTINGS CONNECTIONS MALE THREADED OR GROOVED ENDS, ELECTROPLATED DUCTILE IRON OR MANUFACTURER'S RECOMMENDATIONS. A. FITTINGS BRAZED WITH SILVER BRAZING ALLOY. GUARANTEE REFRIGERANT TYPE L WROUGHT "5" SILVER STEEL BODY WITH LTHS HIGH TEMPERATURE POLYOLEFIN POLYMER 3. FOR WEIGHTS ABOVE 1000 LBS.: DRILL THROUGH FLOOR SLABS REFRIGERANT CHARGE FOR ONE YEAR FROM DATE OF FINAL BRSILAZINFLOG REFRIGERANT COPPER, BRAZED BRAZING LINER. AND PROVIDE FLUSH PLATE WELDED TO TOP OF ROD OR PROVIDE ACCEPTANCE. PROVIDE FOR FLEXIBILITY AT COMPRESSOR GRADE HARD END E. MAKE: EPCO, CAPITOL MANUFACTURING, WATTS, SUREJOINT, VICTAULIC, ADDITIONAL INSERTS AND HANGERS TO REDUCE LOAD PER CONNECTIONS. PIPING AND SYSTEM SHALL MEET THE REQUIREMENTS OF TEMPER, OR APPROVED EQUAL. HANGER BELOW 1000 LBS. MECHANICAL REFRIGERATION SAFETY CODE, ANSI B9.1. CLEAN PIPING, DEOXIDIZED F. THE USE OF BRASS VALVES, BRASS NIPPLES (3 IN. AND LARGER) AND 4. MAKE: HILTI, ITW RAMSET, PHILLIPS "RED HEAD", OR APPROVED THEN PUMP -DOWN AND EVACUATE SYSTEM TO 0.1 IN. VAC BREAK VACUUM WITH DRY NITROGEN AND RE -EVACUATE TO 0.1 IN. VAC AND COPPER SHURJOINT EPDXY COATED TRANSITION COUPLING IPS-CTS MAY BE USED EQUAL. HOLD FOR FOUR (4) HOURS; THEN CHARGE SYSTEM. CHARGE WITH VENT, OVERFLOW, TYPE DWV OR WROUGHT THREADED OR SOLDER DRAIN TYPE M COPPER COPPER FOR DIELECTRIC ISOLATION. DIELECTRIC TRANSITION FITTINGS SHALL BE H. TRAPEZE HANGERS: REFRIGERANT AS RECOMMENDED BY MANUFACTURER. SHURJOINT MODEL DE30-GG FOR SIZES 2 IN. THROUGH 8 IN., WHICH SHALL PROVIDE EFFECTIVE INSULATION BETWEEN THE STEEL AND COPPER 1. FOR USE ON 1-1/2 IN. AND SMALLER PIPING ONLY. 3.4 HANGERS, INSERTS AND SUPPORTS SYSTEMS TO AVOID GALVANIC LOCAL CELL AND STRAY CURRENT PROBLEMS. THE DIELECTRIC TRANSITION FITTING SHALL BE MADE OF 2. HANGERS SHALL BE SUPPORTED WITH ROD SIZED WITH A SAFETY A. PIPING SHALL NOT BE SUPPORTED BY WIRES, BAND IRON, CHAINS, OR END OF SECTION DUCTILE IRON PER ASTM A536 GR. 65-45-12, ELECTRIC DEPOSITION FACTOR OF FOUR. FROM OTHER PIPING. SUPPORT EACH PIPE WITH INDIVIDUAL HANGERS COATED, WITH A VIRGIN PP (PROPYLENE) LINING. 3. MAY BE MANUFACTURED TYPE "U" SHAPED CHANNEL, OR SUITABLE FROM CONCRETE INSERTS, WELDED SUPPORTS, OR BEAM CLAMPS OF PROPER CONFIGURATION AND POINT LOADING DESIGN REQUIREMENTS 2.5 REFRIGERATION PIPING ANGLE IRON OR CHANNEL. ROUND OFF ALL SHARP EDGES. FOR EACH LOCATION INCLUDING THE DESIGNATED SAFETY FACTOR. A. TYPE L HARD TEMPER DEOXIDIZED, DEHYDRATED, AND SEALED COPPER 4. SECURELY FASTEN PIPING TO TRAPEZE WITH "U" BOLT OR STRAPS, TRAPEZE HANGERS ARE ACCEPTABLE FOR RACKING OF MULTIPLE PIPES TUBING, REFRIGERANT GRADE. DISSIMILAR METALS SHALL NOT TOUCH, USE ISOLATION GASKETS. OF 1-1/2 IN. OR LESS IN SIZE. FOLLOW MANUFACTURER'S SAFE LOADING RECOMMENDATIONS. SUSPEND WITH RODS OF SUFFICIENT LENGTH FOR B. REFRIGERANT GRADE WROUGHT COPPER FITTINGS. LONG RADIUS 5. MAKE: B-LINE, KINDORF, UNISTRUT, OR APPROVED EQUAL. SWING AND OF SIZE AS CALLED FOR, USING FOUR NUTS PER ROD. ELBOWS. PROVIDE ADDITIONAL RUSTPROOFED STRUCTURAL STEEL MEMBERS; 2.7 PIPING ACCESSORIES WHERE REQUIRED FOR PROPER SUPPORT. PROVIDE OVERSIZED C. FACTORY MADE SUCTION TRAPS, MELCO TYPE PT. A. ESCUTCHEON PLATES: PROVIDE ESCUTCHEON PLATES ON UNINSULATED HANGERS WHERE INSULATION/SUPPORTS MUST PASS BETWEEN PIPE AND D. PIPING AND SYSTEM SHALL MEET THE REQUIREMENTS OF SAFETY CODE PIPING IN EXPOSED AND FINISHED AREAS. STEEL OR CAST BRASS POLISHED CHROME, SPLIT HINGE TYPE WITH SETSCREW, HIGH PLATES HANGER. ONLY CONCENTRIC TYPE HANGERS ARE PERMISSIBLE ON PIPING LARGER THAN 2-1/2 IN., "C" TYPES ARE PERMITTED FOR PIPING 2-1/2 FOR MECHANICAL REFRIGERATION, ANSI/ASHRAE 15-1994 AND ASME/ANSI WHERE REQUIRED FOR EXTENDED SLEEVES. IN. AND SMALLER. PROVIDE RISER CLAMPS FOR EACH RISER AT EACH B31.5. FLOOR. E. MAKE: MUELLER, HOWELL METAL, CERRO, CAMBRIDGE-LEE, UNIVERSAL 2.8 SLEEVES B. PROVIDE A PIPE HANGER WITHIN 12 IN. OF PIPE UNIONS AND PIPING TUBE. A. STANDARD TYPE: CONNECTIONS TO EQUIPMENT, IN ORDER TO FACILITATE 2.6 HANGERS, INSERTS, AND SUPPORTS 1. SCHEDULE 40 BLACK STEEL PIPE SLEEVES SHALL BE USED FOR DISCONNECTIONS OF PIPING WITHOUT PIPE SAGGING. A. HANGERS, INSERTS, CLAMPS: B-LINE, GRINNELL, MICHIGAN HANGER, PHD SLEEVES IN HORIZONTAL AND VERTICAL APPLICATIONS THROUGH 3.5 HANGERS ATTACHED TO JOISTS MANUFACTURING, ANVIL, HILTI. STRUCTURAL SURFACES. SLEEVES SHALL EXTEND A MINIMUM OF 1 IN. BEYOND BOTH SIDES OF THE STRUCTURE SURFACE BEING A. INDIVIDUAL HANGERS MAY BE SUSPENDED DIRECTLY FROM THE BOTTOM B. HANGERS: PENETRATED. THE SLEEVE SHALL BE SIZED TO ACCOUNT FOR THE CHORD PANEL POINT PROVIDED THAT THE SUM OF THE CONCENTRATED TOTAL DIAMETER OF THE SERVICE, INCLUSIVE OF INSULATION AND LOADS WITHIN THE CHORD PANEL DOES NOT EXCEED 100 POUNDS AND 1. ADJUSTABLE, WROUGHT MALLEABLE IRON OR STEEL WITH THE APPROPRIATE ANNULAR SPACE FOR FIRESTOPPING THE ATTACHMENTS ARE CONCENTRIC TO THE CHORD. (ECCENTRICALLY ELECTROPLATED ZINC OR CADMIUM FINISH. COPPER PLATED OR INSTALLATION OR REQUIREMENTS OF THE SEALING ELEMENT LOADED JOISTS USING BEAM CLAMPS OR OTHER ATTACHMENT METHODS PVC COATED WHERE IN CONTACT WITH COPPER PIPING. HOT- MANUFACTURER. ARE NOT ACCEPTABLE.) DIPPED GALVANIZED FINISH FOR EXTERIOR LOCATIONS. 2. FULL CIRCLE WATER STOP COLLAR FOR SLEEVES LOCATED IN B. FOR NOMINAL CONCENTRATED LOADS BETWEEN PANEL CHORDS, WHICH . RING TYPE WHERE PIPING. IS INSTALLED DIRECTLY ON 2. ADJUSTABLE E BELOW GRADE WALLS, WET WELLS AND WATERPROOFED HAVE BEEN ACCOUNTED FOR IN THE SPECIFIED UNIFORM DESIGN LOAD HANGER FOR PIPING 3 AND SMALLER. SURFACES. THE COLLAR SHALL BE FABRICATED FROM STEEL FOR THE JOISTS, THIS CONTRACTOR IS TO PROVIDE STRUTS TO 3. ADJUSTABLE STEEL CLEVIS TYPE FOR 4 IN, AND LARGER, AND PLATE AND WELDED TO THE SLEEVE AROUND ITS ENTIRE TRANSFER THE LOAD TO A PANEL POINT ON THE OPPOSITE CHORD AS REVIEWED AND ACCEPTABLE BY THE STRUCTURAL ENGINEER OF WHERE INSULATION PASSES THROUGH HANGER. CIRCUMFERENCE. RECORD. 4. STEAM (OVER 50 PSI) PIPING, ADJUSTABLE YOKE PIPE ROLLER B. PRE -INSULATED TYPE: 3.6 PIPE CONNECTIONS EQUIVALENT TO GRINNELL FIGURE #181. 1. ADJUSTABLE OR FIXED LENGTH METAL CANS, 24 GAUGE MINIMUM 5. HANGERS SIZED TO PERMIT PASSAGE OF INSULATION THROUGH SIZED FOR 1 IN. SPACING BETWEEN INSULATION AND CAN. A. SOLDER CONNECTIONS: NONACID FLUX AND CLEAN OFF EXCESS FLUX THE HANGER FOR ALL PIPING. INSULATION SHALL CONSIST OF A 3600 WATERPROOFED CALCIUM AND SOLDER. SILICATE INSERT SIZED TO EXTEND 1 IN. BEYOND WALL OR FLOOR B BRAZED CONNECTIONS: MAKE JOINTS WITH SILVER BRAZING ALLOY IN 6. NUTS, WASHERS AND RODS WITH ELECTROPLATED ZINC OR PENETRATION. CALCIUM SILICATE INSERT SHALL BE THE SAME ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. REMOVE CADMIUM FINISH. HOT -DIPPED GALVANIZED FINISH FOR EXTERIOR THICKNESS AS ADJOINING PIPE INSULATION. SPACING BETWEEN WORKING PARTS OF VALVES BEFORE APPLYING HEAT. LOCATIONS. SHIELD AND CAN PACKED AT EACH END WITH DOUBLE NEOPRENE ROPE POSITIVELY FASTENED. C. DIELECTRIC PROTECTION: PROVIDE DIELECTRIC PROTECTION DEVICES AT C. HANGER SHIELDS: ALL PIPING CONNECTIONS AND ALL EQUIPMENT CONNECTIONS, WHERE 2.9 1. PRE -INSULATED TYPE: SEALING ELEMENTS DISSIMILAR METALS MEET. FOLLOW ALL APPLICABLE MANUFACTURER'S A. EXPANDING NEOPRENE LINK TYPE, WATERTIGHT SEAL CONSISTING OF RECOMMENDATIONS AT EQUIPMENT CONNECTIONS. DIELECTRIC S SHALL BE PROTECTED AT POINT OF a. INSULATED PIPE S INTERLOCKING LINKS WITH ZINC PLATED BOLTS. PROTECTION SYSTEMS ARE NOT REQUIRED FOR AIR OR GAS SYSTEMS. SUPPORT BY A 360 INSERT OF HIGH DENSITY, 100 PSI WATERPROOF CALCIUM SILICATE, ENCASED IN A 180° SHEET 1. MAKE: THUNDERLINE "LINK -SEAL" SERIES 200, 300 OR 400, 3.7 HANGER SHIELDS METAL SHIELD. INSULATION INSERT TO BE SAME THICKNESS PYROPAC, CALIPCO. A. PROVIDE AT HANGERS FOR REFRIGERANT PIPING. PRE -INSULATED TYPE AS ADJOINING PIPE INSULATION AND EXTEND 1 IN. BEYOND B. WATERPROOF TYPE: OR FIELD -INSULATED TYPE AT CONTRACTOR'S OPTION. SHEET METAL SHIELD. INSULATION SHALL BE PROVIDED WITH A FACTORY INSTALLED ASJ. 1. EXTERIOR WALLS, BELOW GRADE, ABOVE FLOOR: SYNTHETIC 3.8 SLEEVES 2. FIELD -INSULATED TYPE: RUBBER MATERIAL WITH ZINC PLATED BOLTS. MAKE: "LINK -SEAL" A. PROVIDE FOR PIPES PASSING THROUGH FLOORS, WALLS OR CEILINGS. SERIES 200, 300 OR 400, PYROPAC, CALIPCO. B. PRE -INSULATED TYPE: REQUIRED FOR REFRIGERANT PIPING. 2.10 FIRESTOP SYSTEM FOR OPENINGS THROUGH FIRE RATED WALL FLOOR ASSEMBLIES C. STANDARD TYPE: PROVIDE FOR PIPING, EXCEPT AS CALLED FOR. i 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK RESTROOM BUILDING 512 MAIN STREET WEST YARMOUTH, MA 02673 ENGiNEER;NG Mechanical/Electrical Engineering Consultants Capital District I Rochester I Buffalo I Syracuse 433 STATE STREET, SUITE 410 .emiazza 518.533.2171 SCHENECTADY, NY 12305 www.meengineer ng.00m DDA PROJECT #21-008 NO 210 rR��r \ � V Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 L K ■E IG E E 0 D Drawn Project Manager P.I.C. CDM BAB MEK SHEET TITLE B SPECIFICATIONS SHEET NUMBER M003 IA 2 3 4 5 6 7 8 9 10 11 � 12 13 14 15 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. M L K J 1 2 3 Q.16 - LOUVERS PART 1 - GENERAL 1.1 DESCRIPTION A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED FOR THE COMPLETE INSTALLATION DESIGNED IN CONTRACT DOCUMENTS. 1.2 SUBMITTALS TO THE ARCHITECT/ENGINEER A. LOUVERS INCLUDING ALL BLADE TYPES, FINISHES, AND ARRANGEMENTS. B. PROVIDE ORIGINAL COLOR CHARTS FOR SELECTION OF FINISH. PART 2-PRODUCTS 1 LOUVERS A. FACTORY CONSTRUCTED HIGH PERFORMANCE DRAINABLE, FIXED, EXTRUDED ALUMINUM 4 IN. DEEP LOUVERS. B. PROVIDE MULLIONS WHERE BLADE LENGTHS EXCEED 60 IN. C. SILL EXTENSION AND SILL STYLE AS REQUIRED BY JOB CONDITIONS. D. LOUVER TO BE FLANGED OR UN -FLANGED AS REQUIRED FOR THE WALL TYPE IN WHICH IT WILL BE INSTALLED.- E. HEADS, SILLS AND JAMBS TO BE ONE PIECE STRUCTURAL MEMBERS OF 6063-T5 ALLOY WITH INTEGRAL CAULKING SLOT AND RETAINING BEADS. F. MULLIONS SHALL BE SLIDING INTERLOCK WITH INTERNAL DRAIN(S). G. BLADES TO BE ONE PIECE EXTRUSIONS WITH GUTTER(S) DESIGNED TO CATCH AND DIRECT WATER TO JAMB AND MULLION DRAINS. H. EXTRUSION THICKNESSES SHALL BE AS FOLLOWS: HEADS, SILLS, JAMBS AND MULLIONS: 0.081". FIXED BLADES: 0.081". I. CLOSED CELL PVC COMPRESSION GASKETS SHALL BE PROVIDED BETWEEN BOTTOM OF THE MULLION OR JAMB AND THE TOP OF THE SILL TO INSURE LEAK TIGHT CONNECTIONS. J. ALL FASTENERS TO BE ALUMINUM OR STAINLESS STEEL. K. ALL LOUVERS TO BE FURNISHED WITH 5/8 IN. FLATTENED EXPANDED MESH, ALUMINUM BIRD SCREEN WITH A .055 IN. THICK EXTRUDED ALUMINUM FRAME. SCREENS AND SCREEN FRAMES TO BE STANDARD MILL FINISH. L. ALL LOUVERS SHALL BE FINISHED WITH POWDER COATING OF A COLOR TO BE SELECTED AT THE TIME OF SUBMITTAL REVIEW. COATING TO BE 1.5 TO 3 MIL. THICK FULL STRENGTH 100% RESIN FLUOROPOLYMER COATING. FINISH TO ADHERE TO A 4H HARDNESS RATING. THE LOUVER MANUFACTURER SHALL SUPPLY AN INDUSTRY STANDARD 20-YEAR LIMITED WARRANTY AGAINST FAILURE OR EXCESSIVE FADING OF THE FLUOROPOLYMER POWDER COAT FINISH. M. DESIGN EQUIPMENT: AMERICAN WARMING AND VENTILATION INC. N. MAKES: CONSTRUCTION SPECIALTIES, INC., AMERICAN WARMING & VENTILATING INC., ARROW UNITED INDUSTRIES, LOUVERS & DAMPERS, INC., RUSKIN, NAILOR. PART 3 - EXECUTION 3.1 GENERAL A. INSTALL LOUVERS AS PER MANUFACTURER'S RECOMMENDATIONS. 3.2 LOUVERS H A. SIZE CALLED FOR IS APPROXIMATE WALUOR MASONRY OPENING SIZE. ADJUST SLIGHTLY TO SUIT CONSTRUCTION OR COURSING (REVIEW ARCHITECTURAL DRAWINGS OR FIELD CONDITIONS FOR ROUGH OPENING SIZES.) LOUVERS WILL BE INSTALLED BY GENERAL CONTRACTOR, ASSISTED BY THIS CONTRACTOR. DELIVER IN AMPLE TIME. SLOPE DUCTWORK, AND PLENUM TO LOUVER WEEPHOLE OR PROVIDE DRAIN. END OF SECTION 1, E E I C C A 2 3 4 1 5 1 6 PART 1 - GENERAL 1.1 WORK INCLUDED A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM OPERATIONS REQUIRED FOR COMPLETE ADJUSTING AND BALANCING WORK AS REQUIRED IN CONTRACT DOCUMENTS. B. THIS SECTION SPECIFIES THE REQUIREMENTS AND PROCEDURES OF, MECHANICAL SYSTEMS TESTING, ADJUSTING, AND BALANCING. REQUIREMENTS INCLUDE MEASUREMENT AND ESTABLISHMENT OF THE FLUID QUANTITIES OF THE MECHANICAL SYSTEMS AS REQUIRED TO MEET DESIGN SPECIFICATIONS, AND RECORDING AND REPORTING THE RESULTS. C. TEST, ADJUST, AND BALANCE THE FOLLOWING MECHANICAL SYSTEMS: 1. SUPPLY AIR SYSTEMS, ALL PRESSURE RANGES; INCLUDING CONSTANT VOLUME SYSTEMS. 2. RETURN AIR SYSTEMS. 3. EXHAUST AIR SYSTEMS. D. THIS SECTION DOES NOT INCLUDE: 1. TESTING BOILERS AND PRESSURE VESSELS FOR COMPLIANCE WITH SAFETY CODES; 2. SPECIFICATIONS FOR MATERIALS FOR PATCHING MECHANICAL SYSTEMS; 3. SPECIFICATIONS FOR MATERIALS AND INSTALLATION OF ADJUSTING AND BALANCING DEVICES. IF DEVICES MUST BE ADDED TO ACHIEVE PROPER ADJUSTING AND BALANCING, REFER TO THE RESPECTIVE SYSTEM SECTIONS FOR MATERIALS AND INSTALLATION REQUIREMENTS. 4. REQUIREMENTS AND PROCEDURES FOR PIPING AND DUCTWORK SYSTEMS LEAKAGE TESTS. 1.2 SUBMITTALS A. PROVIDE INFORMATION IN REPORT FORM LISTING ITEMS REQUIRED BY SPECIFICATIONS. RESULTS SHALL BE GUARANTEED. CONTRACTOR SHALL BE SUBJECT TO RECALL TO SITE TO VERIFY REPORT INFORMATION BEFORE ACCEPTANCE OF THE REPORT BY THE OWNER'S REPRESENTATIVE. B. STRATEGIES AND PROCEDURES PLAN: WITHIN THIRTY (30) DAYS OF CONTRACTOR'S NOTICE TO PROCEED, SUBMIT TESTING AND BALANCING STRATEGIES AND STEP-BY-STEP PROCEDURES AS SPECIFIED IN SECTION 3.1.B, "PREPARATION", AND CONSISTENT WITH THOSE LISTED IN PART 3 OF THIS SPECIFICATION. C. SYSTEM READINESS CHECKLISTS: WITHIN THIRTY (30) DAYS OF CONTRACTOR'S NOTICE TO PROCEED, AABC AGENCY SHALL PROVIDE SYSTEM READINESS CHECKLISTS AS SPECIFIED IN SECTION 3.1.C, "PREPARATION", TO BE USED AND FILLED OUT BY THE INSTALLING CONTRACTORS VERIFYING THAT SYSTEMS ARE READY FOR TESTING AND BALANCING. D. EXAMINATION REPORT: PROVIDE A SUMMARY REPORT OF THE EXAMINATION REVIEW REQUIRED IN SECTION 3.1.D TO THE ENGINEER, DOCUMENTING ISSUES THAT MAY PRECLUDE THE PROPER TESTING AND BALANCING OF THE SYSTEMS. E. CERTIFIED REPORT FORMAT SHALL CONSIST OF THE FOLLOWING: 1. TITLE SHEET WITH JOB NAME, CONTRACTOR, ENGINEER, DATE, BALANCE CONTRACTOR'S NAME, ADDRESS, TELEPHONE NUMBER AND CONTACT PERSON'S NAME AND THE BALANCING TECHNICIAN'S NAME. 2. INDIVIDUAL TEST SHEETS FOR AIR HANDLERS, TERMINAL UNITS, AIR DISTRIBUTION, EXHAUST FANS, DUCT TRAVERSES, PUMPS, AIR HANDLING COILS, REHEAT COILS, RADIATION, CONVECTORS, CABINET UNIT HEATERS AND UNIT VENTILATORS. 3. MANUFACTURER'S PUMP AND FAN CURVES FOR EQUIPMENT INSTALLED WITH DESIGN AND ACTUAL OPERATING CONDITIONS INDICATED. 4. TAB REPORT FORMS: USE STANDARD FORMS FROM AABC'S "NATIONAL STANDARDS FOR TESTING AND BALANCING HEATING, VENTILATING, AND AIR CONDITIONING SYSTEMS" OR NEBB'S "PROCEDURAL STANDARDS FOR TESTING, ADJUSTING, AND BALANCING OF ENVIRONMENTAL SYSTEMS" OR TABB'S "TESTING, ADJUSTING AND BALANCING BUREAU". 1.3 DEFINITIONS A. SYSTEM TESTING, ADJUSTING AND BALANCING IS THE PROCESS OF CHECKING AND ADJUSTING ALL THE BUILDING ENVIRONMENTAL SYSTEMS TO PRODUCE THE DESIGN OBJECTIVES. IT INCLUDES: 1. THE BALANCE OF AIR AND WATER DISTRIBUTION; 2. ADJUSTMENT OF TOTAL SYSTEM TO PROVIDE DESIGN QUANTITIES; 3. ELECTRICAL MEASUREMENT; 4. VERIFICATION OF PERFORMANCE OF ALL EQUIPMENT AND AUTOMATIC CONTROLS. B. TEST: TO DETERMINE QUANTITATIVE PERFORMANCE OF EQUIPMENT. C. ADJUST: TO REGULATE THE SPECIFIED FLUID FLOW RATE AND AIR PATTERNS AT THE TERMINAL EQUIPMENT (E.G., REDUCE FAN SPEED, THROTTLING). D. BALANCE: TO PROPORTION FLOWS WITHIN THE DISTRIBUTION SYSTEM (SUBMAINS, BRANCHES, AND TERMINALS) ACCORDING TO SPECIFIED DESIGN QUANTITIES. E. PROCEDURE: STANDARDIZED APPROACH AND EXECUTION OF SEQUENCE OF WORK OPERATIONS TO YIELD REPRODUCIBLE RESULTS. F. REPORT FORMS: TEST DATA SHEETS ARRANGED FOR COLLECTING TEST DATA IN LOGICAL ORDER FOR SUBMISSION AND REVIEW. THIS DATA SHOULD ALSO FORM THE PERMANENT RECORD TO BE USED AS THE BASIS FOR REQUIRED FUTURE TESTING, ADJUSTING, AND BALANCING. G. TERMINAL: THE POINT WHERE THE CONTROLLED FLUID ENTERS OR LEAVES THE DISTRIBUTION SYSTEM. THERE ARE SUPPLY INLETS ON WATER TERMINALS, SUPPLY OUTLETS ON AIR TERMINALS, RETURN OUTLETS ON WATER TERMINALS, AND EXHAUST OR RETURN SUPPLY OR OUTSIDE AIR INLETS OR OUTLETS ON TERMINALS SUCH AS REGISTERS, GRILLES, DIFFUSERS, AND LOUVERS. H. MAIN: DUCT OR PIPE CONTAINING THE SYSTEM'S MAJOR OR ENTIRE FLUID FLOW. 1. SUBMAIN: DUCT OR PIPE CONTAINING PART OF THE SYSTEMS' CAPACITY AND SERVING TWO OR MORE BRANCH MAINS. J. BRANCH MAIN: DUCT OR PIPE SERVING TWO OR MORE TERMINALS. K. BRANCH: DUCT OR PIPE SERVING A SINGLE TERMINAL. 1.4 QUALIFICATIONS A. FOLLOW PROCEDURES AND METHODS PUBLISHED BY ONE OR MORE OF THE FOLLOWING: 1. ASSOCIATED AIR BALANCE COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB) OR TESTING, ADJUSTING AND BALANCING BUREAU (TABB). 2. INDIVIDUAL MANUFACTURER REQUIREMENTS AND RECOMMENDATIONS. B. MAINTAIN QUALIFIED PERSONNEL AT PROJECT FOR SYSTEM OPERATION AND TROUBLE SHOOTING. TAB CONTRACTOR SHALL CHANGE SHEAVES AND PERFORM MECHANICAL ADJUSTMENTS IN CONJUNCTION WITH BALANCING PROCEDURE. C. BALANCING CONTRACTOR SHALL BE CURRENT MEMBER OF AABC, NEBB, OR TABB. D. INSTRUMENTATION TYPE, QUANTITY, ACCURACY, AND CALIBRATION: AS DESCRIBED IN THE AABC NATIONAL STANDARDS FOR TOTAL SYSTEM BALANCE AND SMACNA TAB PROCEDURAL GUIDE. 4 1 5 1 6 7 1 8 9 1.5 A. BEFORE CONCEALMENT OF SYSTEMS VISIT THE JOB SITE TO VERIFY AND ADVISE ON TYPE AND LOCATION OF BALANCING DEVICES AND TEST POINTS. MAKE CHANGES AS REQUIRED TO BALANCE FACILITIES. B. PLACE SYSTEMS IN SATISFACTORY OPERATING CONDITION. 1. ADJUSTING AND BALANCING SHALL BE ACCOMPLISHED AS SOON AS THE SYSTEMS ARE COMPLETE AND BEFORE OWNER TAKES POSSESSION. 2. PRIOR TO BALANCING, ADJUST BALANCING DEVICES FOR FULL FLOW; FILL, VENT AND CLEAN HYDRONIC SYSTEMS, REPLACE TEMPORARY FILTERS AND STRAINERS. 3. INITIAL ADJUSTMENT AND BALANCING TO QUANTITIES AS CALLED FOR OR AS DIRECTED BY THE ENGINEER, TO SATISFY JOB CONDITIONS. 4. ALL OUTDOOR CONDITIONS (DB, WB, AND A DESCRIPTION OF THE WEATHER CONDITIONS) AT THE TIME OF TESTING SHALL BE DOCUMENTED IN THE REPORT. 5. PROVIDE SHEAVES AND BELTS AS REQUIRED TO MEET SYSTEM PERFORMANCE REQUIREMENTS FOR ALL BELT -DRIVEN FAN MOTORS 10 HP AND GREATER. ADJUST AND ALIGN SHEAVES TO OBTAIN PROPER SETTINGS AND OPERATION. VERIFY MOTORS ARE NOT OVERLOADING. 6. INSTALLING CONTRACTOR SHALL REPLACE BALANCING COCKS, FLOW BALANCERS AND DAMPERS IN NEW SYSTEMS THAT CANNOT BE MANIPULATED TO SATISFY BALANCING REQUIREMENTS. 7. IDENTIFY FLOW BALANCERS, BALANCING COCKS AND DAMPERS IN EXISTING SYSTEMS THAT CANNOT BE MANIPULATED TO SATISFY BALANCING REQUIREMENTS. 8. TRAVERSE MAIN DUCTS TO DETERMINE TOTAL SYSTEM AIR QUANTITIES AFTER ALL OUTLETS HAVE BEEN SET PRIOR TO FINAL ADJUSTMENT IF THE SYSTEM DOES NOT MEET DESIGN REQUIREMENTS. A SUM OF ROOM CFM'S IS NOT ACCEPTABLE. 9. IF DUCT CONSTRUCTION AND/OR INSTALLATION PROHIBITS PROPER TRAVERSE READINGS, PROVIDE COIL MEASUREMENTS AT MAIN COILS AND/OR FRESH AIR INTAKE TRAVERSE WITH UNITS OPERATING IN 100% OUTSIDE AIR MODE (WHERE APPLICABLE). 1.6 CONTRACTOR RESPONSIBILITIES A. PROVIDE TESTING AND BALANCING AGENCY ONE COMPLETE SET OF CONTRACT DOCUMENTS, CHANGE ORDERS, AND APPROVED SUBMITTALS IN DIGITAL AND HARD COPY FORMATS. B. CONTROLS CONTRACTOR SHALL PROVIDE REQUIRED BAS HARDWARE, SOFTWARE, PERSONNEL AND ASSISTANCE TO TESTING AND BALANCING AGENCY AS REQUIRED TO BALANCE THE SYSTEMS. CONTROLS CONTRACTOR SHALL ALSO PROVIDE TRENDING REPORT TO DEMONSTRATE THAT SYSTEMS ARE COMPLETE. C. COORDINATE MEETINGS AND ASSISTANCE FROM SUPPLIERS AND CONTRACTORS AS REQUIRED BY TESTING AND BALANCING AGENCY. D. PROVIDE ADDITIONAL VALVES, DAMPERS, SHEAVES AND BELTS AS REQUIRED BY TESTING AND BALANCING AGENCY. E. FLAG ALL MANUAL VOLUME DAMPERS WITH FLUORESCENT OR OTHER HIGH -VISIBILITY TAPE. F. PROVIDE ACCESS TO ALL DAMPERS, VALVES, TEST PORTS, NAMEPLATES AND OTHER APPURTENANCES AS REQUIRED BY TESTING AND BALANCING AGENCY. G. INSTALLING CONTRACTOR SHALL REPLACE OR REPAIR INSULATION AS REQUIRED BY TESTING AND BALANCING AGENCY. H. HAVE THE HVAC SYSTEMS AT COMPLETE OPERATIONAL READINESS FOR TESTING AND BALANCING TO BEGIN. AS A MINIMUM VERIFY THE FOLLOWING: 1. AIRSIDE: a. ALL DUCTWORK IS COMPLETE WITH ALL TERMINALS INSTALLED. b. ALL VOLUME, SMOKE AND FIRE DAMPERS ARE OPEN AND FUNCTIONAL, C. CLEAN FILTERS ARE INSTALLED. d. ALL FANS ARE OPERATING, FREE OF VIBRATION, AND ROTATING IN CORRECT DIRECTION. e. ASD START-UP IS COMPLETE AND ALL SAFETIES ARE VERIFIED. f. SYSTEM READINESS CHECKLISTS ARE COMPLETED AND RETURNED TO TESTING AND BALANCING AGENCY. 1. PROMPTLY CORRECT DEFICIENCIES IDENTIFIED DURING TESTING AND BALANCING. J. MAINTAIN A CONSTRUCTION SCHEDULE THAT ALLOWS THE TESTING AND BALANCING AGENCY TO COMPLETE WORK PRIOR TO OCCUPANCY. PART 2-PRODUCTS 2.1 GENERAL REQUIREMENTS A. PROVIDE TOOLS, LADDERS, RECORDING METERS, GAUGES, THERMOMETERS, VELOMETERS, ANEMOMETERS, PITOT TUBES, INCLINED GAUGE MANOMETERS, MAGNEHELIC GAUGES, AMPROBES, VOLTMETERS, PSYCHROMETERS AND TACHOMETERS REQUIRED. B. INSTRUMENTATION CALIBRATION: CALIBRATE INSTRUMENTS AT LEAST EVERY SIX (6) MONTHS OR MORE FREQUENTLY IF REQUIRED BY INSTRUMENT MANUFACTURER. 1. KEEP AN UPDATED RECORD OF INSTRUMENT CALIBRATION THAT INDICATES DATE OF CALIBRATION AND THE NAME OF PARTY PERFORMING INSTRUMENT CALIBRATION. PART 3 - EXECUTION 3.1 PREPARATION A. EXAMINE BID DOCUMENTS AND SUBMITTALS AND NOTIFY OWNER'S REPRESENTATIVE AND ENGINEER OF ANY QUESTIONS REGARDING BALANCING. 1. EXAMINE THE CONTRACT DOCUMENTS TO BECOME FAMILIAR WITH PROJECT REQUIREMENTS AND TO DISCOVER CONDITIONS IN SYSTEMS' DESIGNS THAT MAY PRECLUDE PROPER TESTING AND BALANCING OF SYSTEMS AND EQUIPMENT. 2. EXAMINE THE APPROVED SUBMITTALS FOR HVAC SYSTEMS AND EQUIPMENT. 3. EXAMINE EQUIPMENT PERFORMANCE DATA INCLUDING FAN AND PUMP CURVES. B. PREPARE A TESTING AND BALANCING STRATEGIES AND PROCEDURES PLAN THAT INCLUDES: 1. EQUIPMENT AND SYSTEMS TO BE TESTED. 2. STRATEGIES AND STEP-BY-STEP PROCEDURES FOR BALANCING THE SYSTEMS. 3. INSTRUMENTATION TO BE USED. 4. SAMPLE FORMS WITH SPECIFIC IDENTIFICATION FOR ALL EQUIPMENT. C. PREPARE SYSTEM -READINESS CHECKLISTS, AS DESCRIBED IN THE AABC NATIONAL STANDARDS FOR TOTAL SYSTEM BALANCE AND SMACNA TAB PROCEDURAL GUIDE, FOR USE BY CONTRACTORS IN VERIFYING SYSTEM READINESS FOR TESTING AND BALANCING. THESE SHALL INCLUDE, AT A MINIMUM: 1. AIRSIDE: a. ALL DUCTWORK IS COMPLETE WITH ALL TERMINALS INSTALLED. b. ALL VOLUME, SMOKE AND FIRE DAMPERS ARE OPEN AND FUNCTIONAL. -7 8 9 10 12 C. GLtAN FIL I tK5 AKt INS IALLtU. d. ALL FANS ARE OPERATING, FREE OF VIBRATION, AND ROTATING IN CORRECT DIRECTION. e. PERMANENT ELECTRICAL POWER WIRING AND ASD START- UP IS COMPLETE AND ALL SAFETIES ARE VERIFIED. f. AUTOMATIC TEMPERATURE -CONTROL SYSTEMS ARE OPERATIONAL. 9. CEILINGS ARE INSTALLED. h. WINDOWS AND DOORS ARE INSTALLED. i. SUITABLE ACCESS TO BALANCING DEVICES AND EQUIPMENT IS PROVIDED. j. EQUIPMENT AND DUCT ACCESS DOORS ARE SECURELY CLOSED. D. EXAMINE CONSTRUCTION AND NOTIFY OWNER'S REPRESENTATIVE AND ENGINEER OF OUTSTANDING ISSUES RELATED TO BALANCING, AS PART OF "EXAMINATION REPORT" SUBMITTAL. 1. EXAMINE CEILING PLENUMS AND UNDERFLOOR AIR PLENUMS USED FOR SUPPLY, RETURN, OR RELIEF AIR TO VERIFY THAT THEY ARE PROPERLY SEPARATED FROM ADJACENT AREAS. 2. EXAMINE HVAC EQUIPMENT AND VERIFY THAT BEARINGS ARE GREASED, BELTS ARE ALIGNED AND TIGHT, CLEAN PERMANENT FILTERS ARE INSTALLED, AND CONTROLS ARE READY FOR OPERATION. 3. EXAMINE SYSTEMS FOR INSTALLED BALANCING DEVICES, SUCH AS TEST PORTS, GAGE COCKS, THERMOMETER WELLS, FLOW - CONTROL DEVICES, BALANCING VALVES AND FITTINGS, WELD-0- LETS, AND MANUAL VOLUME DAMPERS PRIOR TO PRESSURE TESTING. NOTE THE LOCATIONS OF DEVICES THAT ARE NOT ACCESSIBLE FOR TESTING AND BALANCING. 3.2 GENERAL PROCEDURES FOR TESTING AND BALANCING A. PERFORM TESTING AND BALANCING PROCEDURES ON EACH SYSTEM ACCORDING TO THE PROCEDURES CONTAINED IN AABC'S "NATIONAL STANDARDS FOR TESTING AND BALANCING HEATING, VENTILATING, AND AIR CONDITIONING SYSTEMS" OR NEBB'S "PROCEDURAL STANDARDS FOR TESTING, ADJUSTING, AND BALANCING OF ENVIRONMENTAL SYSTEMS" OR TABB'S "SMACNA TAB PROCEDURAL GUIDE" AND THIS SECTION. B. CUT INSULATION, DUCTS, PIPES, AND EQUIPMENT CABINETS FOR INSTALLATION OF TEST PROBES TO THE MINIMUM EXTENT NECESSARY TO ALLOW ADEQUATE PERFORMANCE OF PROCEDURES. AFTER TESTING AND BALANCING, CLOSE PROBE HOLES AND PATCH INSULATION WITH NEW MATERIALS IDENTICAL TO THOSE REMOVED. RESTORE VAPOR BARRIER AND FINISH ACCORDING TO INSULATION SPECIFICATIONS FOR THIS PROJECT. C. MARK EQUIPMENT AND BALANCING DEVICE SETTINGS WITH PAINT OR OTHER SUITABLE, PERMANENT IDENTIFICATION MATERIAL, INCLUDING DAMPER -CONTROL POSITIONS, VALVE POSITION INDICATORS, FAN -SPEED - CONTROL LEVERS, AND SIMILAR CONTROLS AND DEVICES, TO SHOW FINAL SETTINGS. D. TAKE AND REPORT TESTING AND BALANCING MEASUREMENTS IN INCH - POUND (IP) UNITS. 3.3 GENERAL PROCEDURES FOR BALANCING AIR SYSTEMS A. PREPARE TEST REPORTS FOR BOTH FANS AND OUTLETS. OBTAIN MANUFACTURER'S OUTLET FACTORS AND RECOMMENDED TESTING PROCEDURES. CROSSCHECK THE SUMMATION OF REQUIRED OUTLET VOLUMES WITH REQUIRED FAN VOLUMES. B. PREPARE SCHEMATIC DIAGRAMS OF SYSTEMS"'AS-BUILT" DUCT LAYOUTS. C. FOR VARIABLE -AIR -VOLUME SYSTEMS, DEVELOP A PLAN TO SIMULATE DIVERSITY. D. DETERMINE THE BEST LOCATIONS IN MAIN AND BRANCH DUCTS FOR ACCURATE DUCT AIRFLOW MEASUREMENTS. E. CHECK AIRFLOW PATTERNS FROM THE OUTSIDE -AIR LOUVERS AND DAMPERS AND THE RETURN AND EXHAUST -AIR DAMPERS, THROUGH THE SUPPLY -FAN DISCHARGE AND MIXING DAMPERS. F. LOCATE START -STOP AND DISCONNECT SWITCHES, ELECTRICAL INTERLOCKS, AND MOTOR STARTERS. G. VERIFY THAT MOTOR STARTERS ARE EQUIPPED WITH PROPERLY SIZED THERMAL PROTECTION. H. CHECK DAMPERS FOR PROPER POSITION TO ACHIEVE DESIRED AIRFLOW PATH. 1. CHECK FOR AIRFLOW BLOCKAGES. J. CHECK CONDENSATE DRAINS FOR PROPER CONNECTIONS AND FUNCTION. K. CHECK FOR PROPER SEALING OF AIR -HANDLING UNIT COMPONENTS. L. CHECK FOR PROPER SEALING OF AIR DUCT SYSTEM. 3.4 PROCEDURES FOR CONSTANT -VOLUME AIR SYSTEMS A. ADJUST FANS TO DELIVER TOTAL INDICATED AIRFLOWS WITHIN THE MAXIMUM ALLOWABLE FAN SPEED LISTED BY FAN MANUFACTURER. 1. MEASURE FAN STATIC PRESSURES TO DETERMINE ACTUAL STATIC PRESSURE AS FOLLOWS: a. MEASURE OUTLET STATIC PRESSURE AS FAR DOWNSTREAM FROM THE FAN AS PRACTICABLE AND UPSTREAM FROM RESTRICTIONS IN DUCTS SUCH AS ELBOWS AND TRANSITIONS. b. MEASURE STATIC PRESSURE DIRECTLY AT THE FAN OUTLET OR THROUGH THE FLEXIBLE CONNECTION. C. MEASURE INLET STATIC PRESSURE OF SINGLE -INLET DUCT AS NEAR THE FAN AS POSSIBLE, UPSTREAM FROM FLEXIBLE CONNECTION AND DOWNSTREAM FROM DUCT RESTRICTIONS. d. MEASURE INLET STATIC PRESSURE OF DOUBLE -INLET FANS THROUGH THE WALL OF THE PLENUM THAT HOUSES THE FAN. 2. MEASURE STATIC PRESSURE ACROSS EACH COMPONENT THAT MAKES UP AN AIR -HANDLING UNIT, ROOFTOP UNIT, AND OTHER AIR - HANDLING AND TREATING EQUIPMENT. 3. MEASURE STATIC PRESSURES ENTERING AND LEAVING OTHER DEVICES SUCH AS SOUND TRAPS, HEAT RECOVERY EQUIPMENT, AND AIR WASHERS, UNDER FINAL BALANCED CONDITIONS. 4. COMPARE DESIGN DATA WITH INSTALLED CONDITIONS TO DETERMINE VARIATIONS IN DESIGN STATIC PRESSURES VERSUS ACTUAL STATIC PRESSURES. COMPARE ACTUAL SYSTEM EFFECT FACTORS TO IDENTIFY WHERE VARIATIONS OCCUR. RECOMMEND CORRECTIVE ACTION TO ALIGN DESIGN AND ACTUAL CONDITIONS. 5. OBTAIN APPROVAL FROM ENGINEER FOR ADJUSTMENT OF FAN SPEED HIGHER OR LOWER THAN INDICATED SPEED. MAKE REQUIRED ADJUSTMENTS TO SHEAVES SIZES, MOTOR SIZES, AND ELECTRICAL CONNECTIONS TO ACCOMMODATE FAN -SPEED CHANGES. 6. DO NOT MAKE FAN -SPEED ADJUSTMENTS THAT RESULT IN MOTOR OVERLOAD. CONSULT EQUIPMENT MANUFACTURERS ABOUT FAN - SPEED SAFETY FACTORS, MODULATE DAMPERS AND MEASURE FAN -MOTOR AMPERAGE TO ENSURE THAT NO OVERLOAD WILL OCCUR. MEASURE AMPERAGE IN FULL COOLING, FULL HEATING, ECONOMIZER, AND ANY OTHER OPERATING MODES TO DETERMINE THE MAXIMUM REQUIRED BRAKE HORSEPOWER. B. ADJUST VOLUME DAMPERS FOR MAIN DUCT, SUBMAIN DUCTS, AND MAJOR BRANCH DUCTS TO INDICATED AIRFLOWS WITHIN SPECIFIED TOLERANCES. 1. MEASURE STATIC PRESSURE AT A POINT DOWNSTREAM FROM THE BALANCING DAMPER AND ADJUST VOLUME DAMPERS UNTIL THE PROPER STATIC PRESSURE IS ACHIEVED. 10 1 11 1 12 13 1 14 15 a. WHERE SUFFICIENT SPACE IN SUBMAIN AND BRANCH DUCTS IS UNAVAILABLE FOR PITOT-TUBE TRAVERSE MEASUREMENTS, MEASURE AIRFLOW AT TERMINAL OUTLETS AND INLETS AND CALCULATE THE TOTAL AIRFLOW FOR THAT ZONE. 2. RE -MEASURE EACH SUBMAIN AND BRANCH DUCT AFTER ALL HAVE BEEN ADJUSTED. CONTINUE TO ADJUST SUBMAIN AND BRANCH DUCTS TO INDICATED AIRFLOWS WITHIN SPECIFIED TOLERANCES. C. MEASURE TERMINAL OUTLETS AND INLETS WITHOUT MAKING ADJUSTMENTS. 1. MEASURE TERMINAL OUTLETS USING A DIRECT -READING HOOD OR OUTLET MANUFACTURER'S WRITTEN INSTRUCTIONS AND CALCULATING FACTORS. D. ADJUST TERMINAL OUTLETS AND INLETS FOR EACH SPACE TO INDICATED AIRFLOWS WITHIN SPECIFIED TOLERANCES OF INDICATED VALUES. MAKE ADJUSTMENTS USING VOLUME DAMPERS RATHER THAN EXTRACTORS AND THE DAMPERS AT AIR TERMINALS. 1. ADJUST EACH OUTLET IN SAME ROOM OR SPACE TO WITHIN SPECIFIED TOLERANCES OF INDICATED QUANTITIES WITHOUT GENERATING NOISE LEVELS ABOVE THE LIMITATIONS PRESCRIBED BY THE CONTRACT DOCUMENTS. 2. ADJUST PATTERNS OF ADJUSTABLE OUTLETS FOR PROPER DISTRIBUTION WITHOUT DRAFTS. 3.5 TOLERANCES A. SET HVAC SYSTEM'S AIR FLOW RATES AND WATER FLOW RATES WITHIN THE FOLLOWING TOLERANCES: 1. SUPPLY, RETURN, AND EXHAUST FANS: ZERO TO PLUS 10 PERCENT. 2. AIR OUTLETS AND INLETS: PLUS OR MINUS 10 PERCENT. 3. MINIMUM OUTSIDE AIR: ZERO TO PLUS 10 PERCENT. 3.6 FINAL TEST AND BALANCE REPORT A. THE REPORT SHALL BE A COMPLETE RECORD OF THE HVAC SYSTEM PERFORMANCE, INCLUDING CONDITIONS OF OPERATION, ITEMS OUTSTANDING, AND ANY DEVIATIONS FOUND DURING THE TESTING AND BALANCING PROCESS. THE FINAL REPORT ALSO PROVIDES A REFERENCE OF ACTUAL OPERATING CONDITIONS FOR THE OWNER AND/OR OPERATIONS PERSONNEL. ALL MEASUREMENTS AND TEST RESULTS THAT APPEAR IN THE REPORTS MUST BE MADE ON SITE AND DATED BY THE TECHNICIANS OR TEST AND BALANCE ENGINEERS, B. THE REPORT MUST BE ORGANIZED BY SYSTEMS AND SHALL INCLUDE THE FOLLOWING INFORMATION AS A MINIMUM: 1. TITLE PAGE: a. AABC OR NEBB CERTIFIED COMPANY NAME. b. COMPANY ADDRESS. C. COMPANY TELEPHONE NUMBER. d. PROJECT IDENTIFICATION NUMBER. e. LOCATION. f. PROJECT ARCHITECT. 9. PROJECT ENGINEER. h. PROJECT CONTRACTOR. i. PROJECT NUMBER. j. DATE OF REPORT. k. CERTIFICATION STATEMENT, I. NAME, SIGNATURE, AND CERTIFICATION NUMBER. 2. TABLE OF CONTENTS. 3. NATIONAL PERFORMANCE GUARANTY. 4. REPORT SUMMARY: a. THE SUMMARY SHALL INCLUDE A LIST OF ITEMS THAT DO NOT MEET DESIGN TOLERANCES, WITH INFORMATION THAT MAY BE CONSIDERED IN RESOLVING DEFICIENCIES. 5. INSTRUMENT LIST: a. TYPE b. MANUFACTURER C. MODEL d. SERIAL NUMBER e. CALIBRATION DATE C. REQUIRED AIR SIDE DATA - TEST, ADJUST AND RECORD THE FOLLOWING: 1. MOTORS: a. RPM b. BHP C. FULL LOAD AMPS d. SHEAVE SIZES, NUMBER AND SIZE OF BELTS e. SHAFT DIAMETER f. COMPLETE NAMEPLATE DATA 2. FANS: a. CFM b. RPM C. SUCTION STATIC PRESSURE d. DISCHARGE STATIC PRESSURE e. SHEAVE SIZES, NUMBER AND SIZE OF BELTS, KEY SIZES, SHAFT, DIAMETER f. COMPLETE NAMEPLATE DATA 9. SKETCH OF SYSTEM'S INLET AND OUTLET CONNECTIONS h. LOCATION OF TEST PORT 3. DUCT: TRAVERSE ZONES: a. CFM b. STATIC PRESSURE 4. AHU - [FAN COIL UNITS, HEAT PUMPS, UNIT VENTILATORS] (IN BOTH MINIMUM O.A. AND ECONOMIZER MODES): a. MINIMUM OUTDOOR AIR CFM b. TOTAL DISCHARGE AND RETURN CFM C. STATIC PROFILE THRU UNIT d. COMPLETE NAMEPLATE DATA 5. COIL: a. ENTERING AIR TEMPERATURE (DBNVB) b. LEAVING AIR TEMPERATURE (DB/WB) C. STATIC DIFFERENTIAL d. FACE VELOCITY AND AREA e. CFM f. COMPLETE NAMEPLATE DATA 6. REGISTERS/GRILLES/DIFFUSERS: a. CFM b. SET, ADJUST AND RECORD AIR FLOW PATTERN D. THE FINAL TEST AND BALANCE REPORT SHALL BE PROVIDED AS A FORMAL PROJECT SUBMITTAL FOR REVIEW BY THE ENGINEER OF RECORD. END OF SECTION 13 14 15 i 0 8 PLANK � Nu` 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518-463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK RESTROOM BUILDING 512 MAIN STREET WEST YARMOUTH, MA 02673 ENGINEERING Mechanical/Electrical Engineering Consultants Capital District I Rochester 1 Buffalo I Syracuse 433 STATE STREET, SUITE 410 u +3zzs 51&S33.2171 SCHENECTADY, NY 12305 www. nglnecdrg.c DDA PROJECT #21-008 N M L I J E E I IC Drawn Project Manager P.I.C. C DM BAE3 MEK SHEET TITLE H SPECIFICATIONS SHEET NUMBER M004 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. IA 2 3 4 5 6 7 8 9 10 12 13 14 15 N L K J H G F E D C I A WATER HEATER SCHEDULE NO. SERVICE TYPE KW GALLONS/ TEMP RISE STORAGE ELECTRIC DESIGN MAKE INPUT HOUR DEG F GAL. RECOVERY EWH-1 DOM. WTR. STORAGE 1 5.0 1 21 1 100 1 19 1 208/1/60 BRADFORD WHITE LE1201-3-3 FIXTURE AND EQUIPMENT CONNECTION SCHEDULE DESIGNATION DESCRIPTION COLD WATER HOT WATER WASTE OR SANITARY VENT REMARKS LAV-A LAVATORY 1/2" 1/2" 2" 2" SINK BY OTHERS, SENSOR FAUCET WC -A TOILET 1" 4" 2" WALL HUNG, SENSOR FLUSH VALVE WC-13 ADA TOILET 1'" 4" 2" WALL HUNG, SENSOR FLUSH VALVE UR-A URINAL 3/4" 2" 2" SENSOR FLUSH VALVE UR-B ADA URINAL 3/4" 2" 2" SENSOR FLUSH VALVE DF-A DRINKING FOUNTIAN 1/2" 2" 2" ELKAY EHWM217RAC WITH CANE APRON MSB MOP SINK 1/2" 1/2" 3" 2" FIAT 24x24x10 MOLDED STONE FD-A FLOOR DRAIN 4" 2" JR SMITH 2010-A RPZ-1 DOM BACKFLOW 31, WATTS 957-OSY-3 DCVA FP BACKFLOW 1 3" SHOCK ABSORBER SCHEDULE NO. FIXTURE UNIT RATING SIZE IN INCHES PDI SYMBOL SA -A 1 - 11 1/2" A SA-13 12 - 32 3/4" B SA-C 33 - 60 1" C SA-D 61 - 113 1 1 /4" D SA-E 114 - 154 1 1/2" E SA-F 155 - 330 2" F PLUMBING GENERAL NOTES: A. THESE NOTES ARE APPLICABLE TO THE FULL SET OF CONTRACT DOCUMENTS. B. EXISTING CONDITIONS ARE TAKEN FROM FIELD OBSERVATIONS AND PRIOR CONSTRUCTION DOCUMENTS WHEN AVAILABLE. THE LOCATIONS SHOWN MUST BE CONSIDERED APPROXIMATE. OTHER SUCH WORK MAY EXIST, HOWEVER, LOCATION AND SIZE ARE NOT PRESENTLY KNOWN. IT IS STRONGLY ENCOURAGED TO VISIT SITE PRIOR TO BID TO REVIEW EXISTING CONDITIONS AND CONFIRM SCOPE OF WORK. C. WHEN EXISTING CONSTRUCTION IS DAMAGED DURING WORK BY THIS CONTRACTOR, REPAIR AND/OR REPLACE WITH SIMILAR MATERIALS AS MUCH AS POSSIBLE, SUBJECT TO ARCHITECTS APPROVAL. D. DISPOSE OF ALL DEMOLITION AND/OR OTHER WASTE MATERIALS CAUSED BY WORK OF THIS CONTRACTOR. LEGALLY DISPOSE ALL MATERIALS TO A LOCATION OFF SITE. E COORDINATE AND SCHEDULE WORK AND SHUTDOWNS WITH THE OWNER AND OTHER TRADES PRIOR TO DEMOLITION. F. ALL EXISTING PIPING TO REMAIN SHALL BE RECONNECTED TO ACTIVE SERVICE PIPING. G. ALL PIPING TO BE REMOVED SHALL BE REMOVED BACK TO ACTIVE PIPING AND CAPPED. VALVE AND CAP ALL WATER PIPING. REMOVE ALL INACTIVE PIPING UNLESS NOTED. H. ALL PIPING TO BE REMOVED AND LOCATED WITHIN A WALL TO REMAIN MAY BE ABANDONED IN PLACE UNLESS NOTED. REMOVE PIPING BACK TO BEHIND THE FINISHED WALL SURFACE AND CAP. 1. PATCH HOLES IN EXISTING CONSTRUCTION LEFT BY THE REMOVAL OF PIPING OR EQUIPMENT WITH MATERIALS TO MATCH EXISTING CONSTRUCTION. MAINTAIN FIRE/SMOKE RATING. J. DEMOLITION SHALL INCLUDE, BUT NOT BE LIMITED TO: PIPING, VALVES, FIXTURES, EQUIPMENT, HANGERS, SUPPORTS, AND INSULATION EXCEPT ASBESTOS. K. REMOVE EXISTING CONSTRUCTION IN THE WAY OF NEW WORK. PROTECT BUILDING AND FURNISHINGS FROM DAMAGE. L. WHERE NEW WORK IS TO BE INSTALLED ABOVE AN EXISTING CEILING, PROVIDE FOR THE REMOVAL OF THE CEILING. UPON COMPLETION OF WORK, REPAIR ALL DAMAGED CEILING SURFACES, REPLACE ALL DAMAGED TILES. M. SLEEVE AND SEAL ALL WALL AND FLOOR PENETRATIONS. PROVIDE FIRESTOPPING FOR ALL PENETRATIONS. N. MAINTAIN SERVICE CLEARANCES OF ALL EQUIPMENT. ADVISE OTHER TRADES OF THE REQUIRED SERVICE CLEARANCES. 0. PROVIDE FOR THE DRAINING AND REFILLING OF PIPING SYSTEMS, INCLUDING AIR REMOVAL, RESETTING OF FLUSH VALVES, FLUSHING SYSTEMS OF DIRT AND SCALE CAUSED BY SHUTDOWNS AND STARTUPS. P. REFER TO EQUIPMENT/ FIXTURE SCHEDULE FOR FINAL CONNECTION SIZES. Q. PROVIDE CLEANOUTS AT THE BASE OF ALL STORM, SANITARY AND WASTE STACKS. R. PITCH 4" AND LARGER SANITARY AND WASTE PIPING AT 1/8" PER FOOT UNLESS OTHERWISE NOTED. FOR SANITARY AND WASTE PIPING 3" AND SMALLER PITCH AT 1/4" PER FOOT UNLESS OTHERWISE NOTED. S. COORDINATE LOCATION AND ELEVATION OF STORM AND SANITARY LATERALS AND WATER SERVICE WITH THE SITE CONTRACTOR. NO ALLOWANCE WILL BE MADE FOR ADDITIONAL COSTS DUE TO THE CONTRACTORS FAILURE TO COORDINATE TERMINATION POINTS. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR THE FINAL CONNECTION TO THE SITE UTILITIES. T. MINIMUM SIZE OF WASTE PIPING BELOW SLAB SHALL BE 3" EXCEPT PIPING SERVING FLOOR DRAINS SHALL BE 4". MINIMUM SIZE OF VENT PIPING BELOW SLAB SHALL BE 2". U. PITCH 4" AND LARGER STORM PIPING AT 1/4" PER FOOT UNLESS NOTED OTHERWISE. PLUMBING SYMBOL LIST SYMBOL DESCRIPTION - - - - - - WORK TO BE REMOVED e POINT OF CONNECTION ® POINT OF DISCONNECTION NTS NOT TO SCALE (E) EXISTING (ETR) EXISTING TO REMAIN AFF ABOVE FINISHED FLOOR BFF BELOW FINISHED FLOOR VTR VENT THRU ROOF GC GENERAL CONTRACTOR MC MECHANICAL CONTRACTOR PC PLUMBING CONTRACTOR EC ELECTRICAL CONTRACTOR (E) EXISTING PIPING NEW PIPING LOCATED ABOVE FLOOR/SLAB NEW PIPING LOCATED BELOW FLOOR/SLAB • COLD WATER PIPING (CW) • • HOT WATER PIPING (HW) • • • HOT WATER RECIRCULATING PIPING (HWR) -140---140' HOT WATER PIPING (HW) -140---- 140' HOT WATER RECIRCULATING PIPING (HWR) TW TEMPERED HOT WATER PIPING (TW) TWR TEMPERED HOT WATER RETURN PIPING (TWR) W WATER SERVICE - EXTERIOR DI DEIONIZED WATER PIPING (DI) DIR DEIONIZED WATER RETURN PIPING (DIR) RO REVERSE OSMOSIS WATER PIPING (RO) ROR REVERSE OSMOSIS WATER RETURN PIPING (ROR) SAN SANITARY SEWER PIPING GW GREASE WASTE PIPING (GW) AW ACID WASTE PIPING (AW) IW INDIRECT WASTE PIPING (IW) - -V- - VENT PIPING (V) - -AV- - ACID VENT PIPING (AV) ST STORM WATER SEWER PIPING (ST) ST(S) SECONDARY STORM WATER SEWER PIPING (ST(S) G NATURAL GAS PIPING (G) LPG LP GAS PIPING (LPG) CA COMPRESSED AIR PIPING (CA) FOS FUEL OIL SUCTION PIPING (FOS) FOR FUEL OIL RETURN PIPING (FOR) FOV FUEL OIL VENT PIPING (FOV) 02 OXYGEN PIPING (02) VAC VACUUM PIPING (VAC) MV MEDICAL VACUUM PIPING (MV) - WAGD - WASTE ANESTHESIA GAS DISPOSAL PIPING (WAGD) MA MEDICAL AIR PIPING (MA) N20 NITROUS OXIDE PIPING (NO2) N NITROGEN PIPING (N) CO2 CARBON DIOXIDE PIPING (CO2) VE VACUUM EXHAUST (VE) ELBOW DOWN a�- 450OFFSET o ELBOW UP BOTTOM/TEE CONNECTION — v— TOP TEE CONNECTION DO "P" TRAP -2 PIPE CONTINUATION CAP OR PLUG -� DECK PLATE CLEANOUT (DPCO) -II WALL PLATE CLEANOUT (WPCO) ---II CLEANOUT (CO) ® FLOOR DRAIN (FD) / FLOOR SINK (FS) © ROOF DRAIN C+F- WALL HYDRANT (WH) / HOSE BIBB (HB) STRAINER ® WATER METER CATCH BASIN 0 MANHOLE Z SHUT OFF VALVE BALANCING VALVE _4� CHECK VALVE SOLENOID VALVE -� --- PRESSURE REDUCING VALVE RELIEF VALVE $ SHUT-OFF SWITCH PIPE ANCHOR - PIPE GUIDE +�I---- UNION �/-- BACKFLOW PREVENTER (BFP) ► SHOWER HEAD -� SHOCK ABSORBER (SA) --IS�I- RECIRCULATION PUMP THERMOMETER 4_9 PRESSURE GAUGE TRAP PRIMER (TP) © NATURAL GAS OUTLET ❑s VACUUM SLIDE No NITROUS OXIDE OUTLET 0 NITROGEN OUTLET OXYGEN OUTLET MEDICAL AIR OUTLET VACUUM OUTLET wA�D ANESTHESIA GAS EXHAUST OUTLET X DRAWING KEYNOTE a DEMOLITION/REMOVAL KEYNOTE XD KITCHEN EQUIPMENT CALLOUT X PIPE RISER CALLOUT N ARCH iTECTS,P.C. A1_11)CM�UECUU1_D)E n n ■ M ■ 307 Washington Avenue L Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK RESTROOM BUILDING K 512 MAIN STREET WEST YARMOUTH, MA 02673 19A J ENGNEERiNG MechanicallElectrical Engineering Consultants Capital Distriot I Rochester I Buffalo I Syracuse 433 STATE MEEr. SUITE 410 rwwa+ays 518.533.2171 SCHENECTADY, NY 12305 www. meengineering.com H DDA PROJECT #21-008 G P F A sS I A MEG8AN1G L G C0 NO. S'1230 Yfl� GISTER�O Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01 /22 E D C Drawn MJC Project Manager BAB P.1.C. MKS SHEET TITLE NOTES, SCHEDULES & LEGEND B SHEET NUMBER POOO A 1 I 2 3 I 4 5 6 7 8 9 1 10 1 11 1 12 13 1 14 1 15 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. M L K J H 0 E E D C B A 2.1 2 PART 1 - GENERAL 3 WORK INCLUDED A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM OPERATIONS REQUIRED FOR THE COMPLETE INSTALLATION AND RELATED WORK AS REQUIRED IN CONTRACT DOCUMENT. SUBMITTALS A. SUBMIT MANUFACTURER'S DATA IN ACCORDANCE WITH BASIC MECHANICAL AND ELECTRICAL REQUIREMENTS. OBTAIN APPROVAL PRIOR TO ORDERING MATERIAL. B. PROVIDE SUBMITTALS FOR ALL ITEMS SPECIFIED UNDER PART 2 OF THIS SECTION. PART 2-PRODUCTS VALVES - GENERAL A. VALVES SHALL HAVE FOLLOWING REQUIREMENTS: 1. WORKING PRESSURE STAMPED OR CAST ON BODIES. 2. STEM PACKING SERVICEABLE WITHOUT REMOVING VALVE FROM LINE. 3. ALL ITEMS HERE -IN USED TO CONVEY WATER FOR POTABLE USE SHALL BE LEAD FREE IN ACCORDANCE WITH NSF STANDARD, STANDARD 61, SECTION 9 - STANDARD FOR DRINKING WATER AND LAVATORY FAUCETS AND NSF STANDARD 372 - MAXIMUM LEAD REQUIREMENTS. COMPLIANCE SHALL BE VIA THIRD PARTY TESTING AND CERTIFICATION. B. ACCEPTABLE MANUFACTURERS: 1. BALANCE VALVES: ARMSTRONG, BELL & GOSSETT, RED WHITE, TACO, TOUR AND ANDERSON. 2. BALL VALVES: APOLLO, HAMMOND, MILWAUKEE, NIBCO, RED WHITE, WATTS. 3. BUTTERFLY VALVES: BRAY, JAMESBURY, KEYSTONE, MILWAUKEE, RED WHITE, WATTS. 4. GATE AND CHECK VALVES: HAMMOND, MILWAUKEE, NIBCO, RED WHITE, STOCKHAM, WATTS. 5. SOLENOID VALVES (WATER): ASCO 6. TO ESTABLISH A STANDARD OF QUALITY AND IDENTIFY FEATURES, CERTAIN MANUFACTURER'S NUMBERS ARE GIVEN IN THE FOLLOWING PARAGRAPHS. DOMESTIC WATER VALVES A. GATE VALVES: 1. 4 IN, AND LARGER, HOT WATER SERVICE: IBBM, SOLID WEDGE DISC, OS&Y, FLANGED ENDS, 125 SWP; MILWAUKEE F-2885. 2. 4 IN. AND LARGER, COLD WATER SERVICE: EPDXY COATED, RESILIENT WEDGE, OS&Y, FLANGED ENDS, 175 WWP, UL/FM; WATTS 408 RW. 3, 3 IN. AND SMALLER: BRONZE, SOLID WEDGE DISC, RISING STEM, 125 SWP; MILWAUKEE 1152 (THREADED ENDS, UNION BONNET) OR MILWAUKEE 149 (SWEAT ENDS, THREADED BONNET.) B. CHECK VALVES: 1. 3 IN. AND LARGER: IBBM, RENEWABLE SEAT AND DISC, BOLTED FLANGE CAP, FLANGED ENDS, 125 SWP; MILWAUKEE F-2974. 2. 2 IN. AND SMALLER: LEAD-FREE SWING CHECK WITH SILICONE BRONZE BODY, BONNET AND TRIM, PTFE DISC SEAT AND STAINLESS STEEL SEAT DISC WASHER, 200 PSI WORKING PRESSURE, NIBCO T-413-Y-LF (THREADED) OR NIBCO'S S-413-Y-LF (SOLDER). 3. SILENT TYPE: LEAD-FREE SPRING CHECK WITH SILICONE BRONZE BODY, STAINLESS STEEL TRIM AND PTFE DISC: 250 PSI WORKING PRESSURE; NIBCO T-480-4-LF (THREADED) OR NIBCO S-480-Y-LF (SOLDER). C. BALL VALVES: 1. 2-1/2 IN. AND LARGER: LEAD-FREE, FORGED COPPER SILICON 2- PIECE BODY, CHROME PLATED BRASS BALL, FULL PORT, TEFLON SEATS AND STEM PACKING, SEPARATE PACKING AND HANDLE NUT, BLOWOUT PROOF STEM EXTENDED FOR INSULATION, VINYL INSULATOR FOR HANDLE, 600 WOG, 125 WSP; WATTS LF-FBV-3C SERIES (THREADED ENDS) OR WATTS LF-FBVS-3C SERIES (SWEAT ENDS). 2. 2 IN. AND SMALLER: AMERICAN-MADE, LEAD-FREE, BRONZE 2-PIECE BODY, CHROME -PLATED LEAD-FREE BRASS BALL, LEAD-FREE BRASS STEM, FULL PORT, TEFLON SEATS AND STEM PACKING, SEPARATE PACKING AND HANDLE NUT, BLOW OUT PROOF STEM EXTENDED FOR INSULATION, VINYL INSULATOR FOR HANDLE, 600 WOG, 150 SWP: WATTS #LFB-6080G2 (THREADED ENDS) OR WATTS #LFB-6081G2 (SWEAT ENDS). 3. 4 IN. AND SMALLER: TRUE UNION STYLE, CPVC BODY AND BALL, 150 PSI, EPDM 0-RING SEALS, CONSTRUCTED FOR END ENTRANCE WITH SOCKET, FLANGED OR THREADED ENDS, FULL PORT DESIGN, CONFORMING TO AND LISTED BY NSF 14 FOR POTABLE WATER. D. BUTTERFLY VALVES: 1. 2-1/2 IN. AND LARGER: CAST OR DUCTILE IRON BODY, 175 WWP, LUG TYPE, BRONZE DISC, 17-4 STAINLESS STEEL STEM, REPLACEABLE EPDM SEAT FOR WATER TEMPERATURES UP TO 2500 F AT 140 PSI, BUBBLETIGHT SHUTOFF, SUITABLE FOR DEAD END SERVICE, BUNA-N 0-RING STEM SEALS, LEVER OPERATOR UP TO 6 IN. SIZE, GEAR OPERATOR FOR 8 IN. AND LARGER, CAPABLE OF BI- DIRECTIONAL FLOW, EXTENDED NECK TO ACCOMMODATE 2 IN, OF PIPE INSULATION; MILWAUKEE "C" SERIES. 2. 2-1/2 IN. AND LARGER: CPVC BODY, 150 PSI, WAFER TYPE, 416 STAINLESS STEEL STEM, EPDM SEAT MATERIAL, CPVC DISC, TFE BEARINGS, FLANGED ENDS, LEVER OPERATORS, CONFORMING TO AND LISTED BY NSF 14 FOR POTABLE WATER. E. HOSE THREAD DRAIN VALVES: 1. BALL VALVE, BRONZE BODY, HARDENED CHROME BALL WITH HOSE THREAD END, CAP AND CHAIN; WATTS #LFFBV/FBVS-3C-CC F. CHECK VALVES: 1. 2-1/2 IN. AND LARGER: CAST IRON BODY, WAFER STYLE, ALUMINUM - BRONZE DISC PLATES, STAINLESS STEEL HINGE PIN AND SPRING, STAINLESS STEEL BOLTS AND FASTENERS, BUNA-N SEAT FOR WATER TEMPERATURES UP TO 150°F AT 200 PSI: WATTS #ICV-125 OR APPROVED EQUAL. G. SLOW CLOSE SOLENOID VALVE (WATER): 1. ASCO MODEL NO. 8221G013AC120/60D, 120 VOLT, BRASS BODY, 2- WAY 2/2, NORMALLY CLOSED, NPT 2", PART 3 - EXECUTION 3.1 INSTALLATION A. PROVIDE ALL SHUTOFF, CHECK, BALANCING AND OTHER TYPE VALVES AS INDICATED, AS REQUIRED BY CODE AND AS REQUIRED FOR PROPER SYSTEM MAINTENANCE, ISOLATION AND SAFETY. PROVIDE AT MAJOR BUILDING AND SYSTEMS SECTIONS. PROVIDE SHUTOFF VALVES ON ALL BRANCH LINES SERVING TWO FIXTURES OR MORE, AT ALL EQUIPMENT, FIXTURES, BEFORE AND AFTER AUTOMATIC CONTROL VALVES, AND AT FUTURE CONNECTIONS. B. LOCATE VALVES FOR EASY ACCESS AND PROVIDE SEPARATE SUPPORT WHERE NECESSARY, INSTALL VALVES WITH STEMS AT OR ABOVE THE HORIZONTAL POSITION. INSTALL SWING CHECK VALVES IN HORIZONTAL POSITION WITH HINGE PIN LEVEL. 4 5 6 C. PROVIDE DRAIN VALVES WITH HOSE THREAD CONNECTIONS ON ALL EQUIPMENT. PROVIDE HOSE THREAD DRAIN VALVES AT ALL LOW POINTS TO ENABLE COMPLETE DRAINAGE OF ALL PIPING SYSTEMS INCLUDING, WATER MAINS, BRANCHES, AT BASE OF VERTICAL RISERS AND AT STRAINERS. D. PROVIDE SHUTOFF VALVE AND WYE-STRAINER BEFORE ALL AUTOMATIC CONTROL VALVES AND PRESSURE REDUCING VALVES. E. INSPECT VALVES FOR PROPER OPERATION BEFORE INSTALLATION. INSTALL UNDERGROUND VALVE BOXES VERTICALLY OVER EACH VALVE. ADJUST TOP OF BOX TO PROPER GRADE. IMMEDIATELY BACKFILL WITH CRUSHED STONE AND CAREFULLY TAMP INTO PLACE. UNLESS OTHERWISE NOTED, LEAVE IN THE OPEN POSITION. 3.2 DOMESTIC WATER SYSTEM A. THE MAIN WATER SERVICE SHUTOFF VALVE INSIDE THE BUILDING AND VALVES FOR A 3 IN. AND LARGER WATER METER ASSEMBLY SHALL BE OS&Y GATE VALVES IN ACCORDANCE WITH THE LOCAL WATER AUTHORITY REQUIREMENTS. B. INSTALL BALANCE VALVES IN EACH HOT WATER CIRCULATION BRANCH AND WHERE NOTED. END OF SECTION SECTION 220553 - PLUMBING IDENTIFICATION PART 1 - GENERAL 1.1 WORK INCLUDED A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES AS REQUIRED FOR THE COMPLETE INSTALLATION DESIGNED IN CONTRACT DOCUMENTS. 1.2 QUALIFICATIONS A. ALL IDENTIFICATION DEVICES SHALL COMPLY WITH ANSI Al 3.1 FOR LETTERING SIZE, LENGTH OF COLOR FIELD, COLORS, AND VIEWING ANGLES. 1.3 SUBMITTALS A. SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH IDENTIFICATION MATERIAL AND DEVICE. SUBMIT VALVE SCHEDULE FOR EACH PIPING SYSTEM TYPEWRITTEN ON AN 8-1/2 IN. X 11 IN. PAPER (MINIMUM), INDICATING VALVE NUMBER, LOCATION AND VALVE FUNCTION. SUBMIT SCHEDULE OF PIPE, EQUIPMENT AND NAME IDENTIFICATION FOR REVIEW BEFORE STENCILING OR LABELING. 1.4 MAKES A. ALLEN SYSTEMS, INC., BRADY (W.H.) CO.; SIGNMARK DIV., INDUSTRIAL SAFETY SUPPLY CO., INC., SETON NAME PLATE CORP. PART PRODUCTS 2.1 GENERAL A. PROVIDE MANUFACTURER'S STANDARD PRODUCTS OF CATEGORIES AND TYPES REQUIRED FOR EACH APPLICATION. IN CASES WHERE THERE IS MORE THAN ONE TYPE SPECIFIED FOR AN APPLICATION, SELECTION IS INSTALLER'S OPTION, BUT PROVIDE SINGLE SELECTION FOR EACH PRODUCT CATEGORY. B. ALL ADHESIVES USED FOR LABELS IN THE INTERIOR OF THE BUILDING SHALL COMPLY WITH THE MAXIMUM VOLATILE ORGANIC COMPOUND (VOC) LIMITS AS CALLED FOR IN THE CURRENT VERSION OF U.S. GREEN BUILDING COUNCIL LEED CREDITS EQ 4.1 AND EQ 4.2. 2.2 PIPING IDENTIFICATION A. IDENTIFICATION TYPES: 1. PRESSURE SENSITIVE TYPE: PROVIDE MANUFACTURER'S STANDARD PRE-PRINTED, PERMANENT ADHESIVE, COLOR CODED, PRESSURE SENSITIVE VINYL PIPE MARKERS COMPLYING WITH ANSI A13.1. PROVIDE A 3600 WRAP OF FLOW ARROW TAPE AT EACH END OF PIPE LABEL. B. LETTERING: 1. PIPING LABELING SHALL CONFORM TO THE FOLLOWING LIST: 7 8 9 10 11 1 12 13 1 14 15 SECTION 221010,- PIPING SYSTEMS AND ACCESSORIES D. STEEL TO CAST IRON: CAST IRON SOIL PIPE CONNECTOR WITH SPIGOT K. PEX TUBING SUPPORTS SHALL COMPLY WITH MANUFACTURER'S AND IPS MALE THREAD END (MANHOFF FITTINGS). RECOMMENDATIONS, BUT SHALL BE NO MORE THAN 2 FT. - 0 IN. ON PART 1 -GENERAL CENTER. E. NO -HUB, CAST IRON, GLASS, POLYPROPYLENE OR HIGH SILICON CAST 1.1 WORK INCLUDED IRON: PROPER ADAPTER TO PIPING BEING CONNECTED. L. PIPING SYSTEMS WITH MATERIAL NOT LISTED ABOVE SHALL BE A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM F. CAST IRON AND PVC SOLVENT: AERATORS AND DEAERATORS AS SUPPORTED AND PROTECTED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. OPERATIONS REQUIRED FOR THE COMPLETE INSTALLATION AND RELATED MANUFACTURED BY CONINE MANUFACTURING CO., INC. WORK AS REQUIRED IN CONTRACT DOCUMENTS. 2.11 PIPING ACCESSORIES 2.9 DIELECTRIC PIPE FITTINGS 1.2 SUBMITTALS A. ESCUTCHEON PLATES: STEEL OR CAST BRASS, SPLIT HINGE TYPE WITH A. PROVIDE A SCHEDULE OF PIPE MATERIALS, FITTINGS AND CONNECTIONS. A. DESCRIPTION: ASSEMBLY OR FITTING HAVING INSULATING MATERIAL ISOLATING JOINED DISSIMILAR METALS TO PREVENT GALVANIC ACTION SETSCREW, HIGH PLATES WHERE REQUIRED FOR EXTENDED SLEEVES. CHROME PLATED IN FINISHED AREAS AND AT PLUMBING FIXTURES. B. PROVIDE A DETAILED MATRIX LISTING THE SPECIFIC UL APPROVED AND STOP CORROSION. B. ALL CLEANOUT PLUGS, BUSHINGS AND NIPPLES, REQUIRED FOR FIRESTOP SYSTEM ASSEMBLY TO BE USED FOR EACH TYPE OF PIPING B. UNIONS: FACTORY FABRICATED, FOR 250 PSI MINIMUM WORKING INSTRUMENTS AND GAUGES SHALL BE BRASS. PROVIDED AND EACH TYPE OF CONSTRUCTION TO BE PENETRATED PRESSURE AT 180°F, THREADED OR SOLDER ENDS, INSULATING MATERIAL ALONG WITH ALL ASSOCIATED UL ASSEMBLY DETAILS. SUITABLE FOR SYSTEM FLUID, PRESSURE AND TEMPERATURE. C. HUBLESS CAST IRON FITTING RESTRAINTS SHALL BE HOLDRITE SERIES # PART 2 - PRODUCTS C. FLANGES: FACTORY -FABRICATED, COMPANION -FLANGE ASSEMBLY, FOR 117 OR APPROVED EQUAL. 2.1 GENERAL 150 OR 300 PSIG MINIMUM PRESSURE TO SUIT SYSTEM FLUID PRESSURES 2.12 SLEEVES AND TEMPERATURES WITH FLANGE INSULATION KITS AND BOLT SLEEVES. A. PIPE AND FITTINGS SHALL BE NEW, MARKED WITH MANUFACTURER'S A. STANDARD TYPE NAME AND COMPLY WITH APPLICABLE ASTM AND ANSI STANDARDS. D. ACCEPTABLE MANUFACTURERS: EPCO, CAPITOL MANUFACTURING, 1. SCHEDULE 40 BLACK STEEL PIPE SLEEVES FOR STRUCTURAL B. ALL ITEMS HERE -IN USED TO CONVEY WATER FOR POTABLE USE SHALL BE WATTS OR APPROVED EQUAL. SURFACES, TWO PIPE SIZES LARGER THAN THE PIPE, AND AS LEAD FREE IN ACCORDANCE WITH NSF, STANDARD 61, SECTION 9 - 2.10 HANGERS, INSERTS AND SUPPORTS RECOMMENDED BY THE SEALING ELEMENT MANUFACTURER. STANDARD FOR DRINKING WATER AND LAVATORY FAUCETS AND NSF A. HANGERS, INSERTS, CLAMPS: B-LINE, GRINNELL, MICHIGAN HANGER, PHD PROVIDE FULL CIRCLE WATER STOP COLLAR FOR SLEEVES LOCATED WITHIN BELOW GRADE WALLS, WET WELLS AND STANDARD 372 - MAXIMUM LEAD REQUIREMENTS. COMPLIANCE SHALL BE MANUFACTURING. WATERPROOFED SURFACES. THE COLLAR SHALL BE FABRICATED VIA THIRD PARTY TESTING AND CERTIFICATION. FROM STEEL PLATE AND WELDED TO THE SLEEVE AROUND ITS 2.2 COPPER TUBE AND FITTINGS B. HANGERS: ENTIRE CIRCUMFERENCE. A. PIPE: ASTM B88; TYPE K OR L, HARD TEMPER. SOFT TEMPER ONLY AS . 1. ADJUSTABLE, WROUGHT MALLEABLE IRON OR STEEL WITHELECTROPLATED ZINC OR CADMIUM FINISH. PVC COATED WHERE 2. SCHEDULE 40 PVC SLEEVES OR SHEET METAL SLEEVES FOR CALLED FOR. PLANS SHOW COPPER TUBE SIZES. IN CONTACT WITH COPPER PIPING. NONSTRUCTURAL SURFACES AND EXISTING CONSTRUCTION. SHEET METAL SLEEVES SHALL BE 18 GAUGE MINIMUM AND BRACED B. FITTINGS: WROUGHT COPPER AND COPPER ALLOY, ASME B16.22 OR CAST 2. ADJUSTABLE RING TYPE WHERE PIPING IS INSTALLED DIRECTLY ON TO PREVENT COLLAPSING. COPPER ALLOY, ASME B16.18; SOLDER END CONNECTIONS. HANGER FOR PIPING 3 IN. AND SMALLER. 2.13 SEALING ELEMENTS C. JOINTS: COMPLY WITH THE REQUIREMENTS OF ASTM B828. 3. ADJUSTABLE STEEL CLEVIS TYPE FOR PIPING 4 IN. AND LARGER. A. EXPANDING NEOPRENE LINK TYPE, WATERTIGHT SEAL CONSISTING OF D. UNIONS AND FLANGES: 2 IN. AND SMALLER USE UNIONS, SOLDER TYPE, 4. NUTS, WASHERS AND RODS WITH ELECTROPLATED ZINC OR INTERLOCKING LINKS WITH ZINC PLATED BOLTS. CAST BRONZE, GROUND JOINT, 150 LB. SWP: 2-1/2 IN. AND OVER USE CADMIUM FINISH. FLANGES, CAST BRONZE, COMPANION TYPE, ASME DRILLED, SOLDER 1. ACCEPTABLE MANUFACTURERS: THUNDERLINE "LINK -SEAL" SERIES CONNECTION, 150 LB. SWP. 5. PROVIDE HOT DIPPED GALVANIZED FINISH FOR HANGERS AND 200, 300 OR 400, PYROPAC, CALIPCO. E. FLUX MATERIALS: FLUX SHALL COMPLY WITH ASTM B813 AND THE ACCESSORIES INSTALLED IN EXTERIOR LOCATIONS AND INTERIOR AREAS WITH MOIST ENVIRONMENT CONDITIONS SUCH AS POOLS, 2.14 FIRESTOP SYSTEM FOR OPENINGS THROUGH FIRE RATED WALL AND PROVISIONS OF THE NEW YORK STATE PLUMBING CODE. POOL FILTER ROOMS, AREAWAYS, GARAGES AND SIMILAR AREAS. FLOOR ASSEMBLIES F. SOLDER MATERIALS: NO -LEAD SOLDER, USING ALLOYS MADE FROM TIN, C. SPACING SCHEDULE: A. MATERIALS FOR FIRESTOPPING SEALS SHALL BE LISTED BY AN APPROVED COPPER SILVER AND NICKEL HARRIS INC "STAY -SAFE 50" AND "BRIGHT" 11 ENGELHARD "SILVABRIGHT 100", CANFIELD "WATERSAFE" OR APPROVED EQUAL. G. BRAZING MATERIALS: CLASS BCUP-5 FOR BRAZING COPPER TO BRASS, BRONZE TO COPPER. HARRIS, INC. "STAY-SILV 15" OR APPROVED EQUAL. 2.3 COPPER TUBE AND FITTINGS - PRESS FITTINGS A. TUBING STANDARD: COPPER TUBING SHALL CONFORM TO ASTM B75 OR ASTM B88. B. FITTING STANDARD: COPPER FITTINGS SHALL CONFORM TO ASME 616.18, ASME B16 22 OR ASME B16 26 2.4 PIPE FUNCTION IDENTIFICATION COLD WATER DOMESTIC COLD WATER HOT WATER DOMESTIC HOT WATER SANITARY WASTE SANITARY WASTE INDIRECT WASTE INDIRECT WASTE VENT VENT PUMP DISCHARGE PUMP DISCHARGE 2.3 VALVE IDENTIFICATION '.5 A. VALVE TAGS: 1. STANDARD BRASS VALVE TAGS, 2 IN. DIAMETER WITH 1/2 IN. HIGH BLACK -FILLED NUMERALS. ATTACH TO VALVE WITH BRASS JACK CHAIN AND "S" HOOK. IDENTIFY BETWEEN HEATING AND PLUMBING SERVICES WITH 1/4 IN. LETTERS ABOVE THE VALVE NUMBER. 2. ACCEPTABLE MANUFACTURERS: SETON STYLE NO. M4507, OR APPROVED EQUAL. B. VALVE CHART: 1. PROVIDE VALVE CHART FOR ALL VALVES PROVIDED AS A PART OF 2.6 THIS PROJECT. FRAME AND PLACE UNDER CLEAR GLASS. MOUNT IN MECHANICAL ROOM. 2.4 EQUIPMENT IDENTIFICATION A. GENERAL: 1. PROVIDE ENGRAVED VINYL NAMEPLATES FOR EACH MAJOR PIECE OF MECHANICAL EQUIPMENT PROVIDED, 2-1/2 IN, X 3/4 IN. SIZE. 2. ACCEPTABLE MANUFACTURERS: SETON STYLE NO. M4562, OR APPROVED EQUAL. 2.5 ABOVE CEILING EQUIPMENT LOCATOR A. 3/4 IN. DIAMETER ADHESIVE STICKERS PLACED ON CEILING GRID AND COLOR -CODED. B. THE COLOR FOR ALL PLUMBING VALVES SHALL BE BLUE. PART 3 - EXECUTION 3.1 GENERAL 2.7 A. PROVIDE VALVE TAGS FOR ALL VALVES PROVIDED ON PROJECT. B. PROVIDE EQUIPMENT TAGS FOR ALL EQUIPMENT PROVIDED ON PROJECT. C. PROVIDE PIPING IDENTIFICATION WITH DIRECTIONAL FLOW ARROWS FOR ALL PIPING ON PROJECT, MAXIMUM INTERVALS OF 20'-0". FOR PIPING INSTALLED THROUGH ROOMS, PROVIDE AT LEAST ONE (1) PIPE LABEL IN EACH ROOM, FOR EACH PIPE FUNCTION. END OF SECTION 2.8 PIPE SIZE S COPPER PLCSTI CAST IRON ROD SIZE LEE 3/4 IN. TO 1 IN. 8 FT. 6 FT. 3 FT. EACH HORIZONTAL 3/8 IN. 1-1/4 IN. TO 2 10 FT. 6 FT. 3 FT. 3/8 IN. IN. JOINT 5 FT. 2-1/2 IN. TO 4 12 FT. 10 FT. 4 FT. 1/2 IN. IN. MAXIMUM 5 IN. AND 12 FT. 10 FT. 4 FT. 5/8 IN. OVER 11 O.C. 8 IN. 12 FT. 10 FT. 4 FT. 3/4 IN. OVER 8 IN. I TO SUIT LOADING CONDITIONS. INDEPENDENT TESTING LABORATORY FOR THROUGH -PENETRATION FIRESTOP SYSTEMS". THE SYSTEM SHALL MEET THE STANDARD FIRE TEST FOR THROUGH -PENETRATION FIRESTOP SYSTEMS DESIGNATED ASTM E814. FIRESTOP SYSTEM SEALS SHALL BE PROVIDED AT LOCATIONS WHERE PIPING PASS THROUGH FIRE RATED WALL, FLOOR/CEILING; OR CEILING/ROOF ASSEMBLY. MINIMUM REQUIRED FIRE RESISTANT RATINGS OF THE ASSEMBLY SHALL BE MAINTAINED BY THE FIRESTOP SYSTEM. INSTALLATION SHALL CONFORM WITH THE MANUFACTURER'S RECOMMENDATIONS AND OTHER REQUIREMENTS NECESSARY TO MEET THE TESTING LABORATORY'S LISTING FOR THE SPECIFIC INSTALLATION. 5 STACK SLEEVE C. PRESS FITTINGS: COPPER PRESS FITTINGS SHALL CONFORM TO THE D. BEAM ATTACHMENTS: A. CAST IRON BODY WITH CAULKING RECESS, FLASHING CLAMP AND UNDER MATERIAL AND SIZING REQUIREMENTS OF ASME B16.18 OR ASME B16.22. 1. C-CLAMP STYLE, LOCKNUT, RESTRAINING STRAP, ELECTROPLATED DECK CLAMP. O-RINGS FOR COPPER PRESS FITTINGS SHALL BE EPDM. FINISH, UL LISTED, FM APPROVED FOR PIPE SIZES 2 IN. AND B. ACCEPTABLE MANUFACTURERS: JAY R. SMITH SERIES 1720, ZURN, WADE. D. ACCEPTABLE MANUFACTURERS: APOLLO, MUELLER, NIBCO, VIEGA. SMALLER. 2.16 STRAINERS CPVC DOMESTIC WATER PIPING 2. CENTER LOADED STYLE WITH CLAMP ATTACHMENTS THAT ENGAGE A. DESCRIPTION: Y-PATTERN, SELF-CLEANING, EXCEPT WHERE OTHERWISE BOTH EDGES OF BEAM, ELECTROPLATED FINISH, UL LISTED, FM INDICATED, FULL SIZE OF CONNECTING PIPING, TYPE 304 STAINLESS A. ALL PIPE AND FITTINGS SHALL BE MANUFACTURED FROM CPVC APPROVED, FOR PIPE SIZES LARGER THAN 2 IN., REFER TO STEEL SCREENS, 125 LB. SWP, UNLESS OTHERWISE INDICATED. COMPOUND WITH A CELL CLASS OF 24448 FOR PIPE AND 23447 FOR "SUPPORTS" FOR ADDITIONAL REQUIREMENTS. FITTINGS AS PER ASTM D-1784; SHALL CONFORM TO NATIONAL E. INSERTS: CARBON STEEL BODY AND SQUARE INSERT NUT, GALVANIZED B. COPPER PIPING 2-1/2 IN. AND SMALLER: LEAD FREE, CAST BRONZE BODY, SANITATION FOUNDATION (NSF) STANDARDS 6 AND 14; AND SHALL BE FINISH, MAXIMUM LOADING 1300 LBS., FOR 3/8 IN. TO 3/4 IN. ROD SIZES, THREADED ENDS, TAPPED RETAINER CAP WITH CLOSURE PLUG, 20 MESH INTENDED FOR USE IN HOT AND COLD DOMESTIC WATER DISTRIBUTION REINFORCING RODS ON BOTH SIDES, MSS-SP-69 TYPE 19 OR APPROVED SCREEN, WATTS #LF777S. SYSTEMS. EQUAL. C. PIPING 3 IN. AND LARGER, COLD WATER APPLICATIONS: LEAD FREE, CAST B. 1/2 IN. THROUGH 2 IN, SIZES: CPVC COPPER TUBE SIZE, STANDARD F. SUPPORTS: IRON BODY, FLANGED ENDS, STANDARD SCREEN OPENINGS, FDA DIMENSION RATIO (SDR) 11 CONFORMING TO ASTM D-2846. TRANSITION APPROVED EPDXY COATING, TAPPED RETAINER CAP AND GASKET WITH FITTINGS SHALL HAVE BRASS MALE OR FEMALE CONNECTIONS WITH 1. PROVIDE INTERMEDIATE STRUCTURAL STEEL MEMBERS WHERE CLOSURE PLUG; WATTS #77F-DI-FDA-125. INTEGRAL CPVC SOCKET CONNECTIONS; CHARLOTTE PIPE AND FOUNDRY REQUIRED FOR HANGER ATTACHMENT. MEMBERS SHALL SPAN 2.17 PIPING MATERIALS AND SCHEDULE CO. FLOWGUARD GOLD OR APPROVED EQUAL. ACROSS THE BAR JOISTS AT PANEL POINTS OF JOISTS. SECURE C. 3 IN. THROUGH 6 IN. SIZES: CPVC SCHEDULE 80 IRON PIPE SIZE (IPS) MEMBER TO STRUCTURE. SELECT SIZE OF MEMBERS BASED ON A A. SEE EXHIBIT "A", "SCHEDULE OF PIPING MATERIALS" AT END OF THIS CONFORMING TO ASTM F-441. SOCKET TYPE FITTINGS SHALL CONFORM MINIMUM FACTOR OF SAFETY OF FOUR. SECTION FOR (PLUMBING) PIPING. TO ASTM F-439. TRANSITION TO METAL PIPING SHALL BE MADE USING 150# 2. FOR WEIGHTS UNDER 1000 LBS.: "DRILL -IN" INSERTS, "U" SHAPED B. SEE EXHIBIT "B", "TESTING" AT END OF THIS SECTION. FLANGED CONNECTIONS. CHANNEL, BEAM CLAMPS OR OTHER STRUCTURALLY REVIEWED D. ALL PIPE AND FITTINGS SHALL BE PRODUCED BY A SINGLE SUPPORT. THE FACTOR OF SAFETY SHALL BE AT LEAST FOUR. PART 3 - EXECUTION MANUFACTURER AND INSTALLED IN ACCORDANCE WITH FOLLOW MANUFACTURER'S RECOMMENDATIONS. 3.1 EQUIPMENT AND SYSTEMS MANUFACTURER'S RECOMMENDATIONS AND LOCAL CODE REQUIREMENTS. PIPING SHALL BE INSTALLED USING APPROVED SOLVENT 3. FOR WEIGHTS ABOVE 1000 LBS.: DRILL THROUGH FLOOR SLABS AND PROVIDE FLAT FLUSH PLATE WELDED TO TOP OF ROD OR A. INSTALL EQUIPMENT AND SYSTEMS IN ACCORDANCE WITH PROVISIONS CEMENT CONFORMING TO ASTM F-493 AND PRIMER CONFORMING TO PROVIDE ADDITIONAL"DRILL-IN" INSERTS AND HANGERS TO OF EACH APPLICABLE SECTION OF THESE SPECIFICATIONS, AND ASTM F-656 AND IN ACCORDANCE WITH MANUFACTURER'S REDUCE LOAD PER HANGER BELOW 1000 LBS. LOCAL/STATE CODES/REGULATIONS HAVING JURISDICTION. ACCURATELY RECOMMENDATIONS. ESTABLISH GRADE AND ELEVATION OF PIPING BEFORE SETTING SLEEVES. 4. FOR METAL DECKS: DRILL HOLE THROUGH FOR HANGER RODS INSTALL PIPING WITHOUT SPRINGING OR FORCING, EXCEPT WHERE PEX DOMESTIC WATER PIPING AND IMBED A WELDED PLATE IN CONCRETE OR USE DEVICES SPECIFICALLY CALLED FOR, MAKING PROPER ALLOWANCE FOR A. PIPE: CROSS -LINKED, HIGH DENSITY, POLYETHYLENE TUBING FOR DESIGNED FOR THIS APPLICATION, WITH A SAFETY FACTOR OF EXPANSION AND ANCHORING. CHANGES IN SIZES SHALL BE MADE WITH REDUCING FITTINGS. REDUCING COUPLINGS ARE NOT ACCEPTABLE. POTABLE WATER. ASTM F-876/F-877; ANSUNSF 61. PLANS SHOW NOMINAL FOUR. ARRANGE PIPING AT EQUIPMENT WITH NECESSARY OFFSETS, UNIONS, TUBE SIZES. 5. FOR WOOD CONSTRUCTION: PROVIDE HANGERS AND SUPPORTS FLANGES, AND VALVES, TO ALLOW FOR EASY PART REMOVAL AND B. MANIFOLDS: COPPER MANIFOLD WITH SWEAT ENDS AND 24-3/4 IN. DESIGNED FOR ATTACHMENT TO WOOD CONSTRUCTION. MAINTENANCE. OFFSET PIPING AND CHANGE ELEVATION AS REQUIRED OUTLETS ON 3 IN. CENTERS. PROVIDE REDUCING COUPLINGS AS 6. ACCEPTABLE MANUFACTURERS: HILTI, ITW RAMSET, PHILLIPS "RED TO COORDINATE WITH OTHER WORK. AVOID CONTACT WITH OTHER REQUIRED FOR INDIVIDUAL OUTLETS. HEAD" OR APPROVED EQUAL. MECHANICAL OR ELECTRICAL SYSTEMS. PROVIDE ADEQUATE MEANS OF DRAINING AND VENTING UNITS, RISERS, CIRCUITS AND SYSTEMS. C. VALVES: BRASS BODY BALL VALVES WITH SWEAT X PEX COMPRESSION G. TRAPEZE HANGERS: CONCEAL PIPING UNLESS OTHERWISE CALLED FOR. COPPER TUBING ENDS RATED FOR 250 PSI AND 250°F. PROVIDE CRIMP RING FOR PEX SHALL BE CUT WITH A WHEELED TUBING CUTTER OR OTHER APPROVED COMPRESSION CONNECTIONS. 1. FOR PLUMBING SYSTEMS ONLY. COPPER TUBING CUTTER TOOL. THE TUBING MUST BE CUT SQUARE TO D. ACCEPTABLE MANUFACTURERS: WIRSBO, VIEGA, ZURN OR APPROVED 2. HANGERS SHALL BE SUPPORTED WITH ROD SIZED WITH A SAFETY PERMIT PROPER JOINING WITH THE FITTINGS. REAM PIPES AFTER CUTTING AND CLEAN BEFORE INSTALLING. CAP OR PLUG EQUIPMENT AND EQUAL. FACTOR OF FOUR. PIPE OPENINGS DURING CONSTRUCTION. INSTALL PIPING PARALLEL WITH COPPER TUBE AND FITTINGS - GROOVED MECHANICAL CONNECTIONS 3. MAY BE MANUFACTURED TYPE "U" SHAPED CHANNEL, OR SUITABLE LINES OF BUILDING, PROPERLY SPACED TO PROVIDE CLEARANCE FOR ANGLE IRON OR CHANNEL. ROUND OFF ALL SHARP EDGES. INSULATION. MAKE CHANGES IN DIRECTION AND BRANCH CONNECTIONS A. PIPE: ASTM B88, TYPE K OR L, HARD TEMPER. WITH FITTINGS. DO NOT INSTALL VALVES, UNIONS AND FLANGES IN 4. SECURELY FASTEN PIPING TO TRAPEZE WITH "U" BOLT OR PIPE INACCESSIBLE LOCATIONS. MATERIALS WITHIN A SYSTEM AND BETWEEN B. FITTINGS: WROUGHT COPPER, ROLL GROOVED MECHANICAL CLAMPS, DISSIMILAR METALS SHALL NOT TOUCH, USE ISOLATION SYSTEMS SHALL BE CONSISTENT. IF THIS IS NOT POSSIBLE, INSTALL CONNECTIONS, ASTM B-75, ANSI B16.22 FOR 4 IN. SIZE. CAST BRONZE, GASKETS, SIMILAR TO HOLDRITE STRUT -MOUNTED CUSHION DIELECTRIC FITTINGS. ROLLED GROOVED MECHANICAL CONNECTIONS, ASTM B-584, ANSI B16.18 CLAMPS. FASTEN PIPING TO TRAPEZE AT EVERY THIRD SUPPORT, FOR SIZES 5 IN. - 8 IN. EXCEPT UNINSULATED PIPING WHICH SHALL BE FASTENED AT 3.2 PIPING OVER ELECTRICAL EQUIPMENT C. COUPLINGS: DUCTILE IRON, ASTM A-536, WITH COPPER COLORED ALKYD EVERY SUPPORT USING STRUT -MOUNTED CUSHION CLAMPS. A. CONTRACTOR SHALL ROUTE PIPING TO AVOID INSTALLATION DIRECTLY ENAMEL FINISH, DESIGNED FOR ROLLED GROOVED PIPING. 5. ACCEPTABLE MANUFACTURERS: B-LINE, HOLDRITE, KINDORF, OVER ELECTRIC EQUIPMENT, INCLUDING, BUT NOT LIMITED TO PANELS, D. GASKETS: GRADE "E" EPDM SYNTHETIC RUBBER, COPPER COLOR UNISTRUT OR APPROVED EQUAL. TRANSFORMERS, DISCONNECTS, STARTERS, MOTOR CONTROL CENTER, ADJUSTABLE SPEED DRIVES AND FUSED SWITCHES. CODED, -30OF TO 230OF TEMPERATURE RANGE, SUITABLE FOR WATER H. CABINET PIPE SPACE SUPPORTS: SERVICE. B. PIPING SHALL NOT BE INSTALLED IN THE DEDICATED ELECTRIC AND 1. PIPING BELOW CASEWORK COUNTERTOPS WITHIN SPACE BEHIND WORKING SPACE AS DEFINED BY NEC 110. DEDICATED ELECTRICAL E. BOLTS AND NUTS: HEAT TREATED, HEX HEAD CARBON STEEL, ASTM A183, CABINET SHALL BE SUPPORTED USING CONTINUOUS SLOT METAL SPACE IS GENERALLY EQUAL TO THE DEPTH AND WIDTH OF ELECTRICAL CADMIUM PLATED OR ZINC ELECTROPLATED FINISH. CHANNELS WITH PIPE CLAMPS. EQUIPMENT, AND EXTENDS 6 FT. ABOVE THE ELECTRICAL EQUIPMENT, OR F. DESIGN EQUIPMENT: VICTAULIC STYLE 606 COUPLINGS. 2. ACCEPTABLE MANUFACTURERS: B-LINE, KINDORF, UNISTRUT OR TO A STRUCTURAL CEILING. DEDICATED WORKING SPACE IS A MINIMUM APPROVED EQUAL. OF 30 IN. WIDE OR THE WIDTH OF EQUIPMENT (WHICHEVER IS LARGER) A G. ACCEPTABLE MANUFACTURERS: GRINNELL, GRUVLOK, VICTAULIC MINIMUM OF 6 FT.-6 IN. TALL, WITH A DEPTH OF 3FT. TO 9 FT. DEPENDING PVC SOLID WALL PIPE AND FITTINGS - DWV SYSTEM 1. HANGER INSULATION SHIELDS: ON THE VOLTAGE. A. PIPE: PVC SCHEDULE 40 SOLID WALL PIPE, IRON PIPE SIZE CONFORMING 1, HANGER INSULATION SHIELDS SHALL BE PROVIDED FOR ALL 3.3 HANGERS, INSERTS AND SUPPORTS TO ASTM D17$5 AND ASTM D2665. PIPE SHALL BE MANUFACTURED FROM WATER AND STORM WATER PIPING, HANGERS SHALL ATTACH DIRECTLY TO PIPE FOR ALL REMAINING SERVICES. A. PIPING SHALL NOT BE SUPPORTED BY WIRES, BAND IRON, CHAINS, FROM PVC COMPOUNDS AS IDENTIFIED IN ASTM D1784. BOTH PIPE AND FITTINGS OTHER PIPING, OR BY VERTICAL EXPANSION BOLTS. SUPPORT PIPING SHALL CONFORM TO NATIONAL SANITATION FOUNDATION STANDARD 14. 2. PIPING 2 IN, AND SMALLER: PIPE INSULATED WITH GLASS FIBER WITH INDIVIDUAL HANGERS FROM CONCRETE INSERTS, WOOD INSULATION SHALL BE PROTECTED AT POINT OF SUPPORT BY A CONSTRUCTION, WELDED SUPPORTS, OR BEAMS CLAMPS OF PROPER B. FITTINGS: TYPE DWV, SOCKET TYPE CONFORMING TO ASTM D2665. SHEET METAL SHIELD. SHIELD SHALL BE #18 GAUGE, GALVANIZED CONFIGURATION AND LOADING DESIGN REQUIREMENTS FOR EACH FITTINGS SHALL BE MANUFACTURED FROM PVC COMPOUNDS AS STEEL, MINIMUM 120 DEGREE ARC, FORMED TO FIT INSULATION LOCATION; REPLACE IF NOT SUITABLE. FOLLOW MANUFACTURER'S SAFE IDENTIFIED IN ASTM D1784. SOLVENT CEMENT JOINTS SHALL BE MADE THICKNESS AND 12 IN. LONG, TAPE SHIELDS TO PIPE INSULATION. LOADING RECOMMENDATIONS. SUSPEND WITH RODS OF SUFFICIENT UTILIZING A TWO-STEP PROCESS WITH PRIMER MANUFACTURED FOR LENGTH FOR SWING AND OF SIZE CALLED FOR, USING FOUR (4) NUTS PER THERMOPLASTIC PIPING AND SOLVENT CEMENT CONFORMING TO ASTM 3. PIPING 3 IN. AND LARGER: PIPE INSULATED WITH GLASS FIBER ROD. PROVIDE ADDITIONAL STRUCTURAL STEEL MEMBERS, HAVING ONE D2564. INSULATION SHALL BE PROTECTED AT POINT OF SUPPORT BY A COAT RUSTPROOF PAINT, WHERE REQUIRED FOR PROPER SUPPORT. SPECIAL FITTINGS SHEET METAL SHIELD AND PIPE SUPPORT INSULATION INSERT(S) PROVIDE OVERSIZED HANGERS WHERE INSULATION/SUPPORTS MUST BETWEEN PIPE AND HANGER. SHIELD SHALL BE #18 GAUGE, PASS BETWEEN PIPE AND HANGER, PROVIDE CONTINUOUS SUPPORT OR A. CAST IRON TO LEAD PIPE: RED BRASS FERRULES AND WIPED JOINTS. GALVANIZED STEEL, MINIMUM 120 DEGREE ARC, FORMED TO FIT EXTRA SUPPORTS FOR PLASTIC PIPING PER MANUFACTURER'S CAULK FERRULE INTO CAST IRON HUB. INSULATION THICKNESS AND 12 IN. LONG. TAPE SHIELDS TO PIPE REQUIREMENTS. HANGERS, WHEN ATTACHED TO JOISTS, SHALL ONLY BE INSULATION. PROVIDE TEMPORARY BLOCKING TO MAINTAIN PLACED AT THE TOP OR BOTTOM CHORD PANEL POINT. ONLY B. COPPER TO CAST IRON: CAST BRONZE, CAST IRON TO SWEAT ADAPTER. PROPER SPACING FOR INSULATION. CONCENTRIC TYPE HANGERS ARE PERMISSIBLE ON PIPING LARGER THAT C. COPPER TO STEEL PIPING: J. PROVIDE CONTINUOUS SUPPORT FOR UNPIGMENTED POLYPROPYLENE 2-1/2 IN.; "C" TYPES ARE PERMITTED FOR PIPING 2 IN. AND SMALLER ON JOISTS. PROVIDE RISER CLAMPS FOR EACH RISER AT EACH FLOOR. USE 1. CAST BRONZE COPPER TO IRON MALE OR FEMALE ADAPTER WITH PIPING. TRAPEZE HANGERS WHERE A GROUP OF PIPING CAN BE INSTALLED. SHOULDER FOR DRAINAGE PIPING ONLY. n nNICI C'n TM11- MIM17177ITT1A1f l- N ARCHITECTS, P.C. MD (f�:� rLfl U U Mo E FD1 0 F51 8 pLAIH�IM® 307 Washington Avenue L Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK RESTROOM BUILDING K 512 MAIN STREET WEST YARMOUTH, MA 02673 J ENGINEERING Mechanical/Electrical Engineering Consultants Capital District I Rochester I Buffalo I Syracuse 433 STATE STREET SUITE 410 ruaui3zze 518.533,2171 SCHENECTADY, NY 12305 www.meeng,ssaung.com H DDA PROJECT #21-008 G µ OF AS I A L HANICAL ENGINEER co NO. 54230 �FG/S T ERGO iONAL Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 E D C Drawn Project Manager P.I.C. M J C B A B MKS SHEET TITLE B SPECIFICATIONS SHEET NUMBER Pool A 2 3 4 3 6 7 8 9 10 1 1 12 13 14 15 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 SECTION 221020 - UNDERGROUND PIPING AND ACCESSORIES 3. AIR TEST NOT ACCEPTABLE AS FINAL TEST. SECTION 221030 - PUMPS B. PROVIDE A PIPE HANGER WITHIN 12 INCHES OF PIPE UNIONS AND PIPING A. LEAVE THREE (3) EXTRA OUTLETS ON EACH MANIFOLD AND CUT PART 1 - GENERAL 4. CONFIRM 1N WRITING THAT TESTS AND FLUSHING HAVE BEEN PART 1 - GENERAL CONNECTIONS TO EQUIPMENT, IN ORDER TO FACILITATE MANIFOLDS TO REMOVE REMAINING OUTLETS. CAP EXTRA OUTLETS FOR CONDUCTED AND SUCCESSFULLY COMPLETED. SUBMIT COPY OF DISCONNECTIONS OF PIPING WITHOUT PIPE SAGGING. FUTURE USE. 1.1 WORK INCLUDED THE TEST REPORT TO OWNER'S REPRESENTATIVE. 1.1 WORK INCLUDED N 3.4 PIPE CONNECTIONS B. ACCESSORIES: PROVIDE ALL REQUIRED ACCESSORIES INCLUDING, BUT A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM C. TEST EXTERIOR WATER AND FIRE SERVICE PIPING OUTSIDE THE BUILDING A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM N A. NO SOLDER CONNECTIONS: NONACID FLUX AND CLEAN OFF NOT LIMITED TO, BOND SUPPORTS, FINISHED SLEEVES, STRIKE PLATES, OPERATIONS REQUIRED FOR THE COMPLETE INSTALLATION AND RELATED FOUNDATION HYDROSTATICALLY AT 200 PSI FOR TWO (2) HOURS. THE OPERATIONS REQUIRED FOR THE COMPLETE INSTALLATION AND RELATED -LEAD EXCESS FLUX AND SOLDER. ETC. AS RECOMMENDED BY MANUFACTURER. WORK AS REQUIRED IN CONTRACT DOCUMENTS AMOUNT OF LEAKAGE SHALL NOT EXCEED TWO (2) QUARTS PER HOUR WORK AS REQUIRED IN CONTRACT DOCUMENTS. � 3.11 CONNECTIONS TO SPECIAL EQUIPMENT 1.2 SUBMITTALS PER 100 GASKETS OR JOINTS. CONFORM TO NFPA 24. 1.2 QUALITY ASSURANCE , 111 B. COPPER PRESS CONNECTIONS: COPPER PRESS FITTINGS SHALL BE MADE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION A. POOL EQUIPMENT: A. PROVIDE A SCHEDULE OF PIPE MATERIALS, FITTINGS AND CONNECTIONS. 3.2 HIGH -DENSITY POLYETHYLENE (HDPE) SEWER PIPE AND FITTINGS A. FOLLOW ALL REQUIREMENTS, RECOMMENDATIONS AND APPENDICES TO ARCHITECTS, P.C. INSTRUCTIONS. THE TUBING SHALL BE FULLY INSERTED INTO THE FITTING 1. POOL EQUIPMENT SHALL BE FURNISHED BY OTHERS AND SET IN PART 2 -PRODUCTS A. PIPE INSTALLATION SHALL COMPLY WITH ASTM D2321 AND THE COMPLY WITH THE FOLLOWING PUBLICATIONS, CODES, STANDARDS AND LISTINGS/APPROVALS: AND THE TUBING MARKED AT THE SHOULDER OF THE FITTING. THE FITTING ALIGNMENT SHALL BE CHECKED AGAINST THE MARK ON THE PLACE BY OTHERS. GENERAL MANUFACTURER'S RECOMMENDATIONS. 1. ALL ITEMS HERE -IN USED TO CONVEY WATER FOR POTABLE USE n j��j n2.1 D�ffFCUU ID1E A TUBING TO ASSURE THE TUBING IS FULLY ENGAGED (INSERTED) IN THE 2. PROVIDE ALL PIPING, STOPS, VALVES, TRAPS AND FITTINGS. 3.3 DETECTABLE TAPE SHALL BE LEAD FREE IN ACCORDANCE WITH NSF 61, STANDARD 61, uu Lut L� uu u FITTING. THE JOINTS SHALL BE PRESSED USING THE TOOL APPROVED BY THE MANUFACTURER. 3. PIPE RELIEF VALVES TO FLOOR. SIZE AND ARRANGEMENT OF PIPE, A, PIPE AND FITTINGS NEW AND MARKED WITH MANUFACTURER'S NAME, COMPLYING WITH APPLICABLE ASTM AND ANSI STANDARDS. A. PROVIDE DETECTABLE TAPE DIRECTLY OVER THE BURIED PIPE LINES AT A SECTION 9 - STANDARD FOR DRINKING WATER AND LAVATORY � M M C. THREADED CONNECTIONS: CLEAN OUT TAPERING THREADS, MADE UP CONNECTION. PIPE DOPE MUST TRAPS, VALVES AND FITTINGS, AS RECOMMENDED BY MANUFACTURER OF EQUIPMENT. 2.2 CAST IRON SOIL PIPE AND FITTINGS DEPTH OF 1 FT. - 0 IN. BELOW FINISHED GRADE. INSTALL TAPE OVER THE CONTINUOUS LENGTH OF THE PIPE, FAUCETS AND NSF STANDARD 372 - MAXIMUM LEAD REQUIREMENTS. COMPLIANCE SHALL BE VIA THIRD PARTY TESTING AND CERTIFICATION. �[MUEDQ O n (� lun�u lun►�irwl WITH PIPE DOPE; SCREWED UNTIL TIGHT BE SPECIFICALLY SELECTED FOR EACH APPLICATION. 3.12 PIPE LINE SIZING A. PIPE: ASTM A74 SERVICE WEIGHT CAST IRON, BITUMEN COATED, HUB AND EXHIBIT "A" - PIPING MATERIALS (PLUMBING) SPIGOT. (NOTES ARE AT END OF EXHIBIT "A") 1.3 SUBMITTALS D. FLANGED JOINTS: SELECT APPROPRIATE GASKET MATERIAL, SIZE, TYPE AND THICKNESS FOR SERVICE APPLICATIONS. INSTALL GASKET CONCENTRICALLY POSITIONED, USE SUITABLE LUBRICANTS ON BOLT A. PIPE SIZES CALLED FOR ARE TO BE MAINTAINED. PIPE SIZE CHANGES MADE ONLY AS REVIEWED BY OWNER'S REPRESENTATIVE. WHERE DISCREPANCY IN SIZE OCCURS, THE LARGER SIZE SHALL BE PROVIDED. B. FITTINGS: SERVICE WEIGHT CAST IRON, BITUMEN COATED, HUB AND SPIGOT, ASTM C564 SERVICE WEIGHT NEOPRENE GASKET OF SAME SERVICE PIPE MATERIALS FITTINGS CONNECTIONS A. SUBMIT MANUFACTURER'S DATA IN ACCORDANCE WITH THE BASIC MECHANICAL AND ELECTRICAL REQUIREMENTS. OBTAIN APPROVAL PLAHHHU THREADS. MANUFACTURER AS PIPING. WATER SERVICE DUCTILE IRON DUCTILE IRON MECHANICAL OR PRIOR TO ORDERING MATERIAL. E. DIELECTRIC PIPE FITTINGS: PROVIDE DIELECTRIC UNIONS AT ALL EXHIBIT "A" -PIPING MATERIALS (PLUMBING) (NOTES AT END OF EXHIBIT "A") C. ALL CAST IRON PIPE AND FITTINGS SHALL BE MARKED WITH THE WATER MAIN WITH PUSH -ON TYPE B. PROVIDE SUBMITTALS FOR ALL ITEMS SPECIFIED UNDER PART 2 OF THIS EQUIPMENT CONNECTIONS WHERE DISSIMILAR METALS MEET. IN COLLECTIVE TRADEMARK OF THE CAST IRON SOIL PIPE INSTITUTE (CISPI) CEMENT LINING SECTION. 307 Washington Avenue L ADDITION, PROVIDE DIELECTRIC UNIONS IN ALL OPEN TYPE PIPING SERVICE PIPE MATERIALS FITTINGS CONNECTIONS AND BE LISTED BY NSF INTERNATIONAL. WATER SERVICE (2 TYPE K COPPER CAST BRONZE FLARED PART 2 - PRODUCTS L AI%ail New York 12206 USA SYSTEMS (CONDENSING WATER, DOMESTIC WATER, ETC.) WHERE 2.3 COPPER PIPE AND FITTINGS IN. AND SMALLER Y� DISSIMILAR METALS ARE TO BE JOINED. WATER - FIRE SEE "UNDERGROUND PIPING AND ACCESSORIES" SECTION SERVICE) 2.1 SUMP PUMP- SUBMERSIBLE htt ://V ww. DDArch.com F. FRP PIPE JOINTS: BONDED WITH RESIN CATALYST ADHESIVE. SERVICE 221020 A. PIPE: ASTM B88, TYPE K, SOFT TEMPER SANITARY SERVICE WEIGHT CAST IRON, HUB NEOPRENE GASKET A. PUMP: SIMPLEX, SUBMERSIBLE TYPE, 3 IN. DISCHARGE, CAST IRON p. T: 518.463.8066 F: 518.463.8610 G. GROOVED MECHANICAL JOINTS: PIPE TO BE PREPARED IN ACCORDANCE WATER SERVICE (2 SEE "UNDERGROUND PIPING AND ACCESSORIES" SECTION B. FITTINGS: ANSI B16.22 WROUGHT COPPER; ANSI B16.26 AND ASTM B62 CAST IRON SOIL AND SPIGOT COMPRESSION CONSTRUCTION, NON CLOG IMPELLER, STAINLESS STEEL SHAFT, CAPABLE OF HANDLING 2-1/2 IN. SOLIDS, MECHANICAL SEAL, MINIMUM 300 WITH THE LATEST MANUFACTURER'S GROOVING SPECIFICATION. USE IN. AND SMALLER) 221020 CAST BRONZE; FLARED END CONNECTIONS. PIPE TYPE GPM CAPACITY. PROJECT TITLE MANUFACTURER'S RECOMMENDED GROOVING TOOLS. PIPE SHALL BE DOMESTIC WATER TYPE L COPPER WROUGHT OR CAST NO -LEAD SOLDER 2.4 DUCTILE IRON PIPE AND FITTINGS SCHEDULE 40 PVC, PVC, SOCKET TYPE SOLVENT CEMENT B. MOTOR: OIL FILLED, PERMANENT LUBRICATION, AUTOMATIC RESET CAPE COD INFLATABLE CHECKED TO BE SURE IT IS FREE OF INDENTATIONS, PROJECTIONS; WELD INTERIOR/HOT, COPPER SEAMS OR ROLL MARKS ON THE EXTERIOR OF THE PIPE OVER THE ENTIRE COLD AND A. PIPE: AWWA C151/ANSI A21.51, CLASS 52, DUCTILE IRON, MECHANICAL SOLID WALL THERMAL OVERLOAD, OIL AND WATER RESISTANT POWER CORD WITH PARK GASKET SEATING AREA. PIPE ENDS ARE TO BE SQUARE CUT. LUBRICANT CIRCULATING 3 IN. TYPE JOINTS FOR SHORT RUNS, OTHERWISE USE PUSH -ON TYPE JOINTS. SANITARY AND SCHEDULE 40 PVC, PVC, SOCKET TYPE SOLVENT CEMENT PLUG, NON -OVERLOADING THROUGHOUT THE PUMP CURVE: K SHALL BE APPLIED TO GASKET AND/OR PIPE ENDS AND HOUSING AND SMALLER B. FITTINGS: AWWA C110/ANSI A21.51, DUCTILE IRON, 250-PSI PRESSURE GREASE WASTE SOLID WALL VENT C. ELECTRIC CONTROL: SIMPLEX AUTOMATIC CONTROLLER, REMOTE RESTROOM BUILDING K INTERIORS TO ELIMINATE PINCHING THE GASKET. TYPE L COPPER WROUGHT OR CAST PRESS FIT RATING (OR) AWWA C153/ANSI A21.53 DUCTILE IRON COMPACT FITTING, FLOATS, NEMA 4XNQN-CORROSIVE ENCLOSURE, UL LISTED, ALL STEEL H. SOLVENT -CEMENT PLASTIC PIPING JOINTS: CLEAN AND DRY JOINING COPPER 350 PSI PRESSURE RATING. JOINTS SHALL BE RESTRAINED, MECHANICAL EXHIBIT "B" - TESTING CONSTRUCTION, PRIMED AND PAINTED, HASP AND LOCK, FULL INNER 512 MAIN STREET SURFACES. JOIN PIPE AND FITTINGS ACCORDING TO THE FOLLOWING: TYPE FOR SHORT RUNS, OTHERWISE USE PUSH -ON TYPE. DOOR, ALL COMPONENTS MOUNTED INSIDE ENCLOSURE UNLESS NOTED, 1. COMPLY WITH ASTM F 402 FOR SAFE -HANDLING PRACTICE OF CPVC, SDR 11 SOCKET TYPE SOLVENT CEMENT (SEE NOTE 6) CLINING: PIPE AND FITTINGS SHALL HAVE DOUBLE THICKNESS CEMENT SERVICE TEST REQUIREMENTS FURNISHED WITH FOLLOWING: WEST YARMOUTH, MA 02673 CLEANERS, PRIMERS, AND SOLVENT CEMENTS, APPLY PRIMER. PEX TUBING N/A COMPRESSION MORTAR LINING WITH SEAL PER AWWA C104/ANSI A21.4 ON INTERIOR AND. ASPHALTIC COATING ON OUTSIDE. WATER SERVICE TEST HYDROSTATICALLY AT 150 PSI FOR TWO (2) HOURS. 1. MAGNETIC TYPE STARTER WITH FUSED DISCONNECT AND THERMAL OVERLOAD IN EACH MOTOR PHASE LEG, H-O-A 2. CPVC PIPING: JOIN ACCORDING TO ASTM D 2846. TYPE L COPPER WROUGHT COPPER BRAZED D. GLANDS AND GASKETS: AWWA C111/ANSI A21.11, DUCTILE IRON GLAND, SANITARY, MAINTAIN 10 FT. HEAD OF WATER FOR TWO (2) HOURS. SELECTOR SWITCH FOR PUMP AND DOOR INTERLOCK. 3. PVC PIPING: JOIN ACCORDING TO ASTM D 2855. RUBBER GASKET JOINTS, PROVIDE TWO BRONZE WEDGES FOR EACH SANITARY VENT, STORM 2. RELAYS FOR OPERATING STARTER. TYPE L COPPER WROUGHT OR CAST ROLL GROOVED JOINT OF PIPE. � 3.5 SLEEVES COPPER MECHANICAL TYPE 2.5 PVC WALL PIPE AND FITTINGS DWV SYSTEM ACID WASTE AND MAINTAIN 10 FT. HEAD OF WATER FOR TWO (2) HOURS. 3. 120 VOLT FUSED PRIMARY AND SECONDARY CONTROL CIRCUIT J A. PROVIDE FOR PIPES PASSING THROUGH FLOORS, WALLS OR CEILINGS. COUPLINGS SOLID - VENT TRANSFORMER. ENGiNEEPiNG NOT REQUIRED FOR FLOORS THAT ARE CORE -DRILLED, EXCEPT WHERE CPVC, SCHEDULE 80 SOCKET TYPE SOLVENT CEMENT A. PIPE: PVC SCHEDULE 40 SOLID WALL PIPE, IRON PIPE SIZE CONFORMING NATURAL GAS REFER TO SECTION 227010 - "NATURAL GAS SYSTEMS". 4. POWER ON AND RUN LIGHTS FOR PUMP. Mechanical/Electrical Engineering Consultants FLOOR IS WATERPROOFED, (SEE NOTE 6) TO ASTM D1785 AND ASTM D2665. PIPE SHALL BE MANUFACTURED FROM Capital District I Rochester 1 Buffalo I Syracuse PVC COMPOUNDS AS IDENTIFIED IN ASTM D1784. BOTH PIPE AND FITTINGS LG GAS (PROPANE) REFER TO SECTION 227011 - "LP GAS SYSTEM". 5 L FLOAT CONTROLS, MOUNTING BRACKET, 433 STATE STREET, SUITE 410 MIEtl 1. S18S33.2171 B. EXTEND 1/8 IN. ABOVE FINISHED FLOOR IN FINISHED AREAS. IN ABOVE SANITARY, SEE SHALL CONFORM TO NATIONAL SANITATION FOUNDATION STANDARD 14. JUNCTION BOX. SCHENECTADY, NY 12305 www.meengineering com GRADE MECHANICAL ROOMS AND OTHER AREAS WITH FLOOR DRAINS, USE STEEL PIPE SLEEVES 2 IN. ABOVE FLOOR. SANITARY VENT, "UNDERGROUND GREASE WASTE PIPING AND B. FITTINGS: TYPE DWV, SOCKET TYPE CONFORMING TO ASTM D2665. 6. HIGH WATER ALARM WITH RELAYS, RED ALARM LIGHT AND AND STORM ACCESSORIES" FITTINGS SHALL BE MANUFACTURED FROM PVC COMPOUNDS AS END OF SECTION SILENCEABLE ALARM BUZZER. AUXILIARY CONTACTS FOR REMOTE C. USE STEEL PIPE SLEEVES IN BEARING WALL, STRUCTURAL SLABS, BEAMS (BURIED) SECTION 221020 IDENTIFIED IN ASTM D1784. SOLVENT CEMENT JOINTS SHALL BE MADE ALARM BUZZER AND REMOTE ALARM LIGHT. AND OTHER STRUCTURAL SURFACES, AND WHERE CALLED FOR. UTILIZING A TWO-STEP PROCESS WITH PRIMER MANUFACTURED FOR 7. CONTINUOUS CORDS FROM PUMP AND LEVEL CONTROLS TO D. SLEEVES SHALL BE AS SMALL AS PRACTICAL, CONSISTENT WITH SANITARY, SERVICE WEIGHT CAST IRON HUB AND NEOPRENE THERMOPLASTIC PIPING AND SOLVENT CEMENT CONFORMING TO ASTM CONTROL PANEL, H PIPE TYPE GASKET D. BASIN: BASIN AND COVER SHALL BE PROVIDED BY THE GENERAL E. FILL ABANDONED SLEEVES WITH CONCRETE. SERVICE WEIGHT NO HUB NO HUB NEOPRENE 2.6 HIGH -DENSITY POLYETHYLENE (HDPE) SEWER PIPE AND FITTINGS CONTRACTOR. F. PROVIDE RUBBER GROMMET SEALS FOR PIPES PASSING THROUGH CAST IRON SOIL GASKET AND A. PIPE: SMOOTH INTERIOR AND CORRUGATED EXTERIOR WALL HDPE PIPE E. REFER TO SCHEDULE ON DRAWINGS FOR CAPACITY AND ELECTRICAL DUCTS OR AIR CHAMBERS OR BUILT-UP HOUSINGS. PIPE STAINLESS STEEL CONFORMING TO AASHTO M252 TYPE C (3 IN. THROUGH 10 IN.) OR AASHTO CHARACTERISTICS. 3.6 SLEEVE PACKING CLAMP ASSEMBLY M 294 TYPE C (12 IN. THROUGH 24 IN.). PIPE SHALL BE MANUFACTURED FROM HDPE COMPOUNDS AS IDENTIFIED IN ASTM D3350 WITH CELL F. ACCEPTABLE MANUFACTURERS: HYDROMATIC, GOULDS, WEIL, ZOELLER. SCHEDULE 40 PVC, PVC, SOCKET TYPE SOLVENT CEMENT CLASSIFICATION OF 424420C (3 IN. THROUGH 10 IN.) AND 435400C (12 IN. DDA PROJECT #21-008 A. SEAL VOID SPACE AT SLEEVES AS FOLLOWS: SOLID WALL (SEE NOTE 4) THROUGH 24 IN.). PART 3 -EXECUTION 1. INTERIOR LOCATIONS: FIRMLY PACK WITH FIBERGLASS AND CAULK. SCHEDULE 40 PVC, PVC, SOCKET TYPE SOLVENT CEMENT B. FITTINGS: FITTINGS SHALL CONFORM TO AASHTO M252 OR AASHTO M294. 3.1 INSTALLATION SOLID WALL (SEE NOTE 4) FITTINGS SHALL BE MANUFACTURED FROM COMPOUNDS AS IDENTIFIED IN A. PUMPS SHALL BE INSTALLED, ALIGNED AND STARTED IN ACCORDANCE G C 2. EXTERIOR WALLS AND BELOW GRADE CORED HOLES: USE INDIRECT WASTE ASTM F810. WITH MANUFACTURERS WRITTEN INSTALLATION INSTRUCTION. SEALING ELEMENT. SCHEDULE 40 PVC, PVC, SOCKET TYPE SOLVENT CEMENT C. JOINTS: PIPE CONNECTIONS SHALL BE MADE WITH COUPLING BANDS B. INSTALL PUMPS IN LOCATIONS TO PROVIDE ACCESS FOR MAINTENANCE 3. CORED HOLES: USE SEALING ELEMENT. SOLID WALL (SEE NOTE 4) COVERING AT LEAST TWO FULL CORRUGATIONS ON EACH END OF PIPE AND REPLACEMENT OF PARTS. MEETING SOIL -TIGHT REQUIREMENTS OF AASHTO M252 AND M294. 4. FIRE RATED, PARTITIONS AND FLOOR SLABS: USE FIRE RATED PUMP DISCHARGE SCHEDULE 40 PVC, PVC, SOCKET TYPE SOLVENT CEMENT GASKETED CONNECTIONS SHALL INCORPORATE CLOSED -CELL SYNTHETIC C. SUPPORT PUMPS AND PIPING SEPARATELY SO THAT PIPING DOES NOT SEALING ELEMENTS, MATERIALS AND METHODS. PROVIDE PER SOLID WALL (SEE NOTE 4) EXPANDED RUBBER GASKETS MEETING ASTM D1056 GRADE 2A2. SUPPORT PUMPS. MANUFACTURER'S INSTRUCTIONS TO MAINTAIN FIRESTOP. CPVC CPVC SOLVENT CEMENT D. PROVIDE THE SERVICES OF A FACTORY TRAINED MECHANIC TO STARTUP 5. WATERPROOFED WALLS/FLOORS: USE WATERPROOF SEALING 2.7 HIGH -DENSITY POLYETHYLENE (HDPE) WATER PIPE AND FITTINGS THE SYSTEM BASED ON FACTORY RECOMMENDATIONS. PROVIDE OWNER P ELEMENT, DEVICE OR COMPOUND. INSTRUCTION AT TIME OF START UP. SUBMIT THREE (3) COPIES OF START o A. PIPE: HDPE 4710 SOLID WALL PIPE CONFORMING TO AWWA C901ASTM UP REPORT TO THE OWNER'S REPRESENTATIVE. A F F 3.7 ESCUTCHEON PLATES NOTES FOR EXHIBIT A: F714, ASTM D2239 AND ASTM D3035. PIPE SHALL BE MANUFACTURED FROM �ICALV INEER A. PROVIDE POLISHED CHROME SETSCREW TYPE ESCUTCHEON PLATES FOR NOTE 4: PVC PIPING SHALL NOT BE INSTALLED WITHIN RETURN AIR PLENUMS. HDPE COMPOUNDS AS IDENTIFIED IN ASTM D3350 WITH CELL CLASSIFICATION OF 445574C/E. BOTH PIPE AND FITTINGS SHALL CONFORM E. ALL WIRING FOR SUMP PUMP(S) BETWEEN CONTROL PANEL AND JUNCTION BOX SHALL BE CONTINUOUS. NO JUNCTION BOXES ALLOWED NO 54230 o ALL EXPOSED PIPING PASSING THROUGH FLOORS, WALLS OR CEILINGS, IN NOTE 5: COPPER PIPING SHALL NOT BE USED FOR URINAL WASTE PIPING. TO NATIONAL SANITATION FOUNDATION STANDARD 14 AND 61. WITHIN PUMP BASIN. og sTER �` ALL ROOMS EXCEPT IN BOILER, FAN AND MECHANICAL ROOMS. NOTE 6: CPVC PIPING, COPPER TUBE SIZE (SDR11) PERMITTED FOR PIPING 2 IN. B. FITTINGS: SOCKET TYPE CONFORMING TO ASTM D2683 OR BUTT TYPE 3.2 SUMP PUMP Stamp 3.8 TESTS A. REFER TO EXHIBIT "B" AT THE END OF THIS SECTION FOR TESTING OF AND SMALLER. CPVC PIPING, SCHEDULE 80 PERMITTED FOR PIPING 3 IN. AND LARGER. CONFORMING TO ASTM D3261. FITTINGS SHALL BE MANUFACTURED FROM PVC COMPOUNDS AS IDENTIFIED IN ASTM F714. A. INSTALL GATE VALVE AND CHECK VALVE IN DISCHARGE PIPING FOR EACH PUMP. SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 PLUMBING SYSTEMS. NOTE 8: ALL UNINSULATED PIPING SUPPORTED BY TRAPEZE HANGERS SHALL BE 2.8 DETECTABLE TAPE B. SIMPLEX PUMP OPERATION SHALL BE COMPLETELY AUTOMATIC. B. PROVIDE ALL NECESSARY ITEMS TO COMPLETE PROPER TESTING OF SECURELY FASTENED TO EACH HANGER USING STRUT -MOUNTED A. DETECTABLE UNDERGROUND WARNING TAPE, 5 MIL. POLYETHYLENE, 6 IN. PRESSURE STYLE SWITCH SHALLS AND STOP THE PUMP AT THE WORK. PERFORM ALL TESTING IN ACCORDANCE WITH GOVERNING CUSHION CLAMPS. WIDE, ALUMINUM BACKING, APWA APPROVED BACKGROUND COLORS FACTORY SET LEVELS. FLOAT STYLE SWITCHES SHALL BE ADJUSTED TO E S E E CODES, LOCAL UTILITIES AND OTHER AGENCIES HAVING JURISDICTION EXHIBIT "B" - TESTING WITHIN PERMANENT BLACK LETTERING IDENTIFYING SERVICE BELOW. START AND STOP THE PUMP AT THE SPECIFIED LEVELS. AND AS SPECIFIED. PAY ALL COSTS TO PERFORM TESTS. PERFORM ALL TESTING IN A SAFE MANNER, ISOLATE EXISTING SYSTEMS. B. SCHEDULE: C. DUPLEX PUMP OPERATION SHALL BE COMPLETELY AUTOMATIC AND C. DOMESTIC WATER: SERVICE TEST REQUIREMENTS 1. SANITARY: GREEN COLOR, "CAUTION BURIED SEWER LINE BELOW". OPERATED AS FOLLOWS: DOMESTIC WATER TEST HYDROSTATICALLY AT 150 PSI FOR TWO (2) HOURS OR AT 1. OPERATE ONE PUMP BETWEEN PREDETERMINED "ON -OFF" 1. DO NOT COVER JOINTS WITH INSULATION UNTIL REQUIRED TESTS ARE COMPLETED AND THE OWNER'S REPRESENTATIVE ACCEPTS THE SYSTEM. 1.5 TIMES THE WORKING PRESSURE WHEN WORKING PRESSURE EXCEEDS 100 PSI 2. WATER: BLUE COLOR, "CAUTION BURIED WATER LINE BELOW". C. ACCEPTABLE MANUFACTURERS: SETON, TERRA TAPE, PRO -LINE SAFETY ELEVATIONS. 2. SOUND ALARM IN EVENT OF HIGH WATER. 2. MAKE LEAKS TIGHT; NO CAULKING PERMITTED. REPLACE SANITARY, MAINTAIN 10 FT, HEAD OF WATER FOR TWO (2) HOURS. PRODUCTS, INC. 3. OPERATE SECOND PUMP WITHIN PREDETERMINED " DEFECTIVE FITTINGS, PIPE OR CONNECTIONS. PIPING SHALL BE SANITARY VENT 2.9 SCHEDULE OF PIPING MATERIALS UNABLE ELEVATIONS IN EVENT FIRST PUMP FAILS OR IS UNABLE TO HANDLE TIGHT AND SHOW NO LOSS OF PRESSURE. INDIRECT WASTE MAINTAIN 10 FT. HEAD OF WATER FOR TWO (2) HOURS. A. SEE EXHIBIT "A", SCHEDULE OF PIPING MATERIALS AT END OF THIS INCOMING FLOW. 0 D 3. AIR TEST NOT ACCEPTABLE AS FINAL TEST. PUMP DISCHARGE HYDROSTATICALLY TEST AT 5 PSI GREATER THAN THE PUMP SECTION FOR PIPING. 4. AUTOMATICALLY ALTERNATE OPERATION OF EACH PUMP. 4. CONFIRM IN WRITING THAT TESTS AND FLUSHING HAVE BEEN RATING FOR TWO (2) HOURS. PART 3 - EXECUTION D. INSTALL LIQUID LEVEL CONTROL DEVICES AT PROPER ELEVATION TO CONDUCTED AND SUCCESSFULLY COMPLETED, SUBMIT COPY OF 3.1 TESTING PRODUCE SPECIFIED SUMP DRAWDOWN. SECURE CONTROL DEVICES TO THE TEST REPORT TO OWNER'S REPRESENTATIVE. DISCHARGE PIPING WITH CORROSION RESISTANT BRACKETS AND D. SANITARY: END OF SECTION A. SANITARY: FASTENERS. 1. DO NOT BACKFILL OVER PIPING UNTIL REQUIRED TESTS ARE E. INSTALL HIGH WATER ALARM AND MAKE ELECTRICAL CONNECTIONS. 1. THERE SHALL BE NO LOSS OF WATER WHEN TESTING INTERIOR COMPLETED AND THE OWNER'S REPRESENTATIVE ACCEPTS THE INSTALL LIQUID LEVEL CONTROL DEVICE AT PROPER LIQUID DEPTH. PIPING. SYSTEM. SECURE CONTROL DEVICE TO DISCHARGE PIPING WITH CORROSION 2. AIR TEST NOT ACCEPTABLE AS FINAL TEST. 2. THERE SHALL BE NO LOSS OF WATER WHEN TESTING INTERIOR RESISTANT BRACKETS AND FASTENERS. C C 3. SHOULD ANY LEAKS, DEFECTIVE JOINTS OR DEFECTIVE PIPING INSIDE THE BUILDING FOUNDATION. 3.3 TESTING CONSTRUCTION BE DETECTED IN SEWERS AND/OR FLOORS OR 3. AIR TEST NOT ACCEPTABLE AS FINAL TEST. A. TEST HOT WATER RECIRCULATING PUMPS FOR OPERATION. WALLS OF APPURTENANT STRUCTURES, THEY SHALL BE PERMANENTLY STOPPED. SHOULD ANY DEFECTIVE PIPES, 4. SHOULD ANY LEAKS, DEFECTIVE JOINTS OR DEFECTIVE B. TEST SANITARY AND STORM PUMPING SYSTEMS FOR OPERATION AT FITTINGS OR ACCESSORIES BE DISCOVERED THEY SHALL BE CONSTRUCTION BE DETECTED IN SEWERS, FLOORS OR WALLS OF SPECIFIED LIQUID DEPTHS. Drown Project Manager P.Lc. REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. APPURTENANT STRUCTURES, THEY SHALL BE PERMANENTLY STOPPED. SHOULD ANY DEFECTIVE PIPES, FITTINGS OR C. TEST HIGH WATER ALARM FOR OPERATION AT SPECIFIED LIQUID DEPTH. 4. CONFIRM IN WRITING THAT TESTS HAVE BEEN CONDUCTED AND ACCESSORIES BE DISCOVERED THEY SHALL BE REMOVED AND D. TEST DOMESTIC WATER PRESSURE BOOSTER PUMP SYSTEM FOR M ! C B A B M K S SUCCESSFULLY COMPLETED. SUBMIT COPY OF THE TEST REPORT REPLACED AT THE CONTRACTOR'S EXPENSE. OPERATION. TO OWNER'S REPRESENTATIVE. 5. TEST EXTERIOR PIPING OUTSIDE THE BUILDING FOUNDATION IN 100 E. CERTIFY IN WRITING THAT TESTS HAVE BEEN PERFORMED AND THE H TITLE g 3.9 DOMESTIC WATER PIPING CLEANING AND DISINFECTION FT. SECTIONS. THE ALLOWABLE RATE OF LEAKAGE PER 24 HOURS SYSTEMS ARE PROPERLY OPERATING. SUBMIT THREE (3) COPIES OF ALL SHEET A. CLEANING AND DISINFECTING SHALL BE IN ACCORDANCE WITH PER IN. OF DIAMETER PER 1,000 FT. OF SEWER TESTED SHALL NOT TEST REPORTS TO THE OWNER'S REPRESENTATIVE. REQUIREMENTS OF NEW YORK STATE DEPARTMENT OF HEALTH AND EXCEED 25 GALLONS. PIPING SHALL BE INSPECTED AND TESTED AUTHORITY HAVING JURISDICTION. PRIOR TO DISINFECTING, FLUSH PRIOR TO BACKFILL END OF SECTION PIPING TO REMOVE ANY SEDIMENT AND DEBRIS. 6. CONFIRM IN WRITING THAT TESTS HAVE BEEN CONDUCTED AND SPECIFICATIONS B. CLEAN AND DISINFECT WATER DISTRIBUTION PIPING SYSTEMS AND PARTS OF EXISTING POTABLE WATER SYSTEMS THAT HAVE BEEN ALTERED, SUCCESSFULLY COMPLETED. SUBMIT COPY OF THE TEST REPORTS TO OWNER'S REPRESENTATIVE. EXTENDED OR REPAIRED. B. DOMESTIC WATER: C. AFTER DISINFECTION PROCEDURES, SUBMIT WATER SAMPLES IN STERILE 1. DO NOT BACKFILL OVER PIPING UNTIL REQUIRED TESTS ARE SHEET NUMBER BOTTLES TO AN APPROVED DEPARTMENT OF HEALTH LABORATORY. COMPLETED AND THE OWNER'S REPRESENTATIVE ACCEPTS THE A A SAMPLES SHALL BE PROVEN EQUAL TO THE WATER QUALITY SERVED TO SYSTEM. THE PUBLIC FROM THE EXISTING WATER SUPPLY SYSTEM AND ACCEPTABLE TO THE DEPARTMENT OF HEALTH. FLUSH AND DISINFECT 2. MAKE LEAKS TIGHT; NO CAULKING PERMITTED. REPLACE P002 ALL SECTIONS OF PIPE THAT FAIL THE LABORATORY TESTS. SUBMIT TEST DEFECTIVE FITTINGS, PIPE OR CONNECTIONS. PIPING SHALL BE RESULTS INDICATING WATER IS POTABLE. TIGHT AND SHOW NO LOSS OF PRESSURE. 3.10 PEX DOMESTIC WATER PIPING 15 2027 DEMBLING + DEMBLING ARCHITECTS, P.C. 1 2 3 4 5 6 % Q Q �J .J 1 O 1 1 12 13 14 2 3 4 5 6 7 8 9 1 10 1 11 12 13 14 15 NI MI LI K B G FI E D C B A PART 1-GENERAL 1.1 WORK INCLUDED A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM OPERATIONS REQUIRED FOR THE COMPLETE INSTALLATION AND RELATED WORK AS REQUIRED IN CONTRACT DOCUMENTS. 1.2 QUALITY ASSURANCE A. FOLLOW ALL REQUIREMENTS, RECOMMENDATIONS AND APPENDICES TO COMPLY WITH THE FOLLOWING PUBLICATIONS, CODES, STANDARDS, AND LISTINGS/APPROVALS: 1. ANSI/AWWA C600: AWWA STANDARD FOR INSTALLATION OF DUCTILE IRON WATER MAINS AND THEIR APPURTENANCES. 2. NFPA 24: STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES. 3. MASSACHUSETTS STATE HEALTH DEPARTMENT. 4. LOCAL MUNICIPALITY AND FIRE DEPARTMENT REQUIREMENTS AND STANDARDS. 5. ALL ITEMS HERE -IN USED TO CONVEY WATER FOR POTABLE USE SHALL BE LEAD FREE IN ACCORDANCE WITH NSF 61, STANDARD 61, SECTION 9 - STANDARD FOR DRINKING WATER AND LAVATORY FAUCETS AND NSF STANDARD 372 - MAXIMUM LEAD REQUIREMENTS. COMPLIANCE SHALL BE VIA THIRD PARTY TESTING AND CERTIFICATION. 1.3 SUBMITTALS A. PROVIDE SUBMITTALS FOR ALL ITEMS SPECIFIED UNDER PART 2 OF THIS SECTION. A. INSTALL ALL PIPING ON FIRM BED, USING CAUTION WHERE PIPING PASSES OVER EXCAVATION. PROVIDE CONCRETE THRUST BLOCKS TO SUPPORT HYDRANT AND PREVENT MOVEMENT AT ALL CHANGES IN DIRECTION OF PIPING. THRUST BLOCKS NOT REQUIRED FOR TYPE K COPPER PIPING INSTALLATION. PROVIDE RODS, CLAMPS AND RETAINER GLANDS ON ALL ELBOWS AND FITTINGS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS TO PREVENT FITTING FROM BLOWING OFF UNDER LINE PRESSURE. COAT ALL CLAMPS, RODS, NUTS WITH TWO COATS OF BITUMASTIC. B. MINIMUM EARTH COVER SHALL BE 5 FT. - 0 IN. UNLESS OTHERWISE NOTED. C. WATER MAINS CROSSING SANITARY OR STORM SEWERS SHALL BE INSTALLED TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 1 FT. - 6 INCHES BETWEEN THE OUTSIDE OF THE PIPES WHERE THE WATER MAIN IS ABOVE OR BELOW THE SEWER. LOCATE THE WATER PIPE SO THAT THE CROSSING OF THE SEWER OCCURS AT THE MID -SECTION OF A FULL LENGTH OF PIPE. THE MINIMUM HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SEWER MAINS SHALL BE 10 FT. - 0 IN. MEASURED FROM THE OUTSIDE OF THE PIPES. IF SEPARATION OR DISTANCE OF JOINTS FROM PIPE CROSSING CANNOT BE ESTABLISHED, ENCASE WATER PIPING IN 6 IN. CONCRETE FOR A DISTANCE 10 FT. - 0 IN. EACH SIDE OF CROSSING. 3.3 WATER METER A. PROVIDE PRESSURE GAUGE ON OUTLET SIDE OF METER. PROVIDE LINE SIZE STRAINER ON INLET SIDE OF METER. PROVIDE CONCRETE BASE OR PIPE STANDS TO SUPPORT METER ASSEMBLY. PROVIDE BYPASS PIPING WITH SEALED VALVE AROUND METER. B. THE WATER METER ASSEMBLY AND PIPING ARRANGEMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE LOCAL WATER AUTHORITY STANDARDS. 3.4 BACKFLOW PREVENTERS PART 2 - PRODUCTS A. THE BACKFLOW PREVENTER INSTALLATION SHALL BE INSTALLED IN ACCORDANCE TO THE HEALTH DEPARTMENT APPROVED DRAWINGS. 2.1 WATER PIPING B. PRIOR TO INSTALLATION OF BACKFLOW PREVENTERS, OBTAIN THE A. PIPING MATERIALS: REFER TO SPECIFICATION SECTION 221010, "PIPING APPROVED DRAWINGS FROM THE ENGINEER. SYSTEMS AND ACCESSORIES" AND SECTION 221020, "UNDERGROUND PIPING AND ACCESSORIES". C. PROVIDE HUB STYLE DRAIN FOR EMERGENCY RELIEF DRAIN WITH A PIPE SEPARATION OF AT LEAST TWO (2) PIPE DIAMETERS FROM BACKFLOW 2.2 BACKFLOW PREVENTERS AND ACCESSORIES PREVENTER RELIEF OUTLET. A. REDUCED PRESSURE TYPE (DOMESTIC WATER - 2 IN. AND SMALLER): 3.5 PIPING 1. ALL BRONZE BODY CONSTRUCTION, STAINLESS STEEL BOLTS AND A. RUN SLIGHTLY OFF LEVEL TO LOW POINTS; PROVIDE DRAIN VALVES AT INTERNAL PARTS, STAINLESS STEEL CHECK SEATS. LOW POINTS. PROVIDE SHOCK ABSORBERS WHERE SHOWN, OR 2. FOUR (4) TEST COCKS, BRONZE STRAINER AND FULL PORT BALL SPECIFIED. BRANCH HEADERS SERVING FLUSH VALVES SHALL BE FULL VALVE SHUTOFFS. SIZE AS SHOWN. EXPOSED WATER PIPING IN KITCHEN SHALL BE CHROME PLATED BRASS (FROM INSULATION TO FIXTURE OR EQUIPMENT 3. DESIGN EQUIPMENT: WATTS SERIES 909. CONNECTION.). PROVIDE DIELECTRIC PIPE FITTINGS WHEN CONNECTING TO PIPING SYSTEMS OF DISSIMILAR METALS. ALL SUPPLY PIPING TO 4. ACCEPTABLE MANUFACTURERS: AMES, FEBCO, WILKINS, WATTS. FIXTURES, FAUCETS, HYDRANTS AND FLUSH VALVES SHALL BE B. REDUCED PRESSURE TYPE (DOMESTIC WATER - 2-1/2 IN. AND LARGER): ANCHORED TO PREVENT MOVEMENT. 1. CAST IRON BODY STAINLESS STEEL BOLTS AND INTERNAL PARTS, B. PROVIDE SHOCK ABSORBERS WHERE FLUSH VALVES AND QUICK CLOSING REMOVABLE BRONZE SEATS, EPDXY COATED, BRONZE RELIEF VALVES ARE USED AS SPECIFIED IN SECTION 223010. VALVE. 3.6 ARRANGEMENTS 2. FOUR (4) TEST COCKS, EPDXY -COATED STRAINER, OS&Y RESILIENT A. PROVIDE FOR APPLICATION TO AND OBTAIN APPROVAL FROM THE LOCAL WEDGE GATE VALVES. WATER AUTHORITY FOR CONNECTION TO MUNICIPAL SYSTEMS. 3. DESIGN EQUIPMENT: WATTS SERIES 909. B. CONTACT THE WATER AUTHORITY FOR THE EXTENT OF THEIR WORK, THE 4. ACCEPTABLE MANUFACTURERS: AMES, FEBCO, WILKINS, WATTS. COSTS, FEES, REQUIRED PERMITS AND THEIR INSTALLATION REQUIREMENTS. MAKE ALL ARRANGEMENTS, PAY ALL COSTS, FEES AND C. REDUCED PRESSURE DETECTOR ASSEMBLY TYPE (FIRE SERVICE): OBTAIN ALL PERMITS. INCLUDE ALL COSTS WITHIN THE BASE BID. 1. CAST IRON BODY, STAINLESS STEEL BOLTS AND INTERNAL PARTS, 3.7 CLEANING AND DISINFECTING REMOVABLE BRONZE SEATS, EPDXY COATED, BRONZE RELIEF A. REFER TO SPECIFICATION SECTION 221010, "PIPING SYSTEMS AND VALVE. ACCESSORIES" FOR DOMESTIC WATER PIPING CLEANING AND 2. FOUR (4) TEST COCKS, OS&Y RESILIENT WEDGE GATE VALVES. DISINFECTING REQUIREMENTS. 3. UL/FM LISTED AND APPROVED. 3.8 TESTS 4. SAME SIZE AS FIRE SERVICE. A. PROVIDE ALL NECESSARY ITEMS TO COMPLETE PROPER TESTING OF WORK. PERFORM ALL TESTING IN ACCORDANCE WITH GOVERNING 5. DETECTOR ASSEMBLY CONSISTING OF AN APPROVED REDUCED CODES, LOCAL UTILITIES AND OTHER AGENCIES HAVING JURISDICTION PRESSURE ZONE BACKFLOW PREVENTER, APPROVED WATER AND AS SPECIFIED. PAY ALL COSTS TO PERFORM TESTS. PERFORM ALL METER AND SHUTOFFS. TESTING IN A SAFE MANNER. 6. DESIGN EQUIPMENT: WATTS SERIES 909RPDA. B. UPON COMPLETION OF CONSTRUCTION, ALL BACKFLOW PREVENTION 7. ACCEPTABLE MANUFACTURERS: AMES, FEBCO, WILKINS, WATTS. DEVICES PROVIDED UNDER THIS CONTRACT SHALL BE TESTED. TESTS SHALL BE PERFORMED BY A CERTIFIED BACKFLOW PREVENTER TESTER D. DOUBLE CHECK VALVE TYPE (WATER/FIRE SERVICE - 3 IN. AND LARGER): REGISTERED BY THE MASSACHUSETTS DEPARTMENT OF HEALTH. PROVIDE THREE (3) COPIES OF FORM DOH-1013 FOR EACH DEVICE WITH 1. CAST IRON BODY, STAINLESS STEEL BOLTS AND INTERNAL PARTS, PART A COMPLETED BY THE TESTER. SUBMIT FORMS TO ENGINEER. PAY REMOVABLE BRONZE SEATS, EPDXY COATED. ALL COSTS REQUIRED FOR TESTING DEVICES, INCLUDING 2. FOUR (4) TEST COCKS, OS&Y RESILIENT WEDGE GATE VALVES. ADMINISTRATIVE COSTS ASSOCIATED WITH SATISFYING THE REQUIREMENTS AND REGULATIONS OF WATER AUTHORITY AND HEALTH 3. UL/FM LISTED AND APPROVED. DEPARTMENT. REPAIR OR REPLACE ANY DEVICE FAILING THE TEST AND REPEAT THE TEST. 4. SAME SIZE AS FIRE SERVICE. C. TEST EACH VACUUM BREAKER ACCORDING TO AUTHORITIES HAVING 5. DESIGN EQUIPMENT: WATTS SERIES 709. JURISDICTION AND THE DEVICE'S REFERENCE STANDARD. 6. ACCEPTABLE MANUFACTURERS: AMES; FEBCO, WILKINS, WATTS. D. REFER TO SPECIFICATION SECTION 221010, "PIPING SYSTEMS AND E. DOUBLE CHECK DETECTOR ASSEMBLY TYPE (FIRE SERVICE - 3 IN. AND ACCESSORIES" FOR PIPE TESTING REQUIREMENTS. LARGER): END OF SECTION 1. CAST IRON BODY, STAINLESS STEEL BOLTS AND INTERNAL PARTS, SECTION 223010 - EQUIPMENT REMOVABLE BRONZE SEATS, EPDXY COATED. 2. FOUR (4) TEST COCKS, OS&Y RESILIENT WEDGE GATE VALVES. PART 1 - GENERAL 3. UL/FM LISTED AND APPROVED. 1.1 WORK INCLUDED A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM 4. SAME SIZE AS FIRE SERVICE. OPERATIONS REQUIRED FOR THE COMPLETE INSTALLATION AND RELATED 5. DETECTOR ASSEMBLY CONSISTING OF AN APPROVED DOUBLE WORK AS REQUIRED IN CONTRACT DOCUMENT. CHECK VALVE BACKFLOW PREVENTER, APPROVED WATER METER 1.2 SUBMITTALS AND SHUTOFFS. A. PROVIDE SUBMITTALS FOR ALL ITEMS SPECIFIED UNDER PART 2 OF THIS 6. DESIGN EQUIPMENT: WATTS SERIES 709 DCDA. SECTION. 7. ACCEPTABLE MANUFACTURERS: AMES, FEBCO, WILKINS, WATTS. PART 2 - PRODUCTS 2.3 VACUUM BREAKERS A. ATMOSPHERIC TYPE: 1. LEAD FREE BRASS BODY, SILICONE DISC, ASSE 1001, THREADED INLET AND OUTLET CONNECTIONS, POLISHED CHROME FOR FINISHED AREAS. 2. DESIGN EQUIPMENT: WATTS SERIES #LF288-A 3. ACCEPTABLE MANUFACTURERS: WATTS, CONBRACO, ZURN OR APPROVED EQUAL. B. HOSE CONNECTION TYPE: 1. BRASS BODY, STAINLESS STEEL WORKING PARTS, RUBBER DIAPHRAGM AND DISC, DRAINABLE, NON REMOVABLE FEATURE, POLISHED CHROME FOR FINISHED AREAS. 2. DESIGN EQUIPMENT: WATTS #8A. 3. ACCEPTABLE MANUFACTURERS: WATTS, CONBRACO, ZURN OR APPROVED EQUAL. PART 3 - EXECUTION 3.1 GENERAL A. COORDINATE WORK WITH ALL OTHER TRADES AND UTILITY COMPANY. B. INSPECT PIPE, FITTINGS AND EQUIPMENT PRIOR TO INSTALLATION. REMOVE ALL DEFECTIVE MATERIALS FROM THE SITE. C. DO NOT BACKFILL UNTIL INSPECTION BY OWNER'S REPRESENTATIVE. D. INSTALL PIPE AND EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND IN A WORKMANLIKE MANNER AS DETERMINED BY THE OWNER'S REPRESENTATIVE. 3.2 WATER SERVICE 2.1 FLOOR DRAINS A. DRAIN DESCRIPTION: ALL FLOOR DRAINS TYPE A UNLESS OTHERWISE NOTED. 1. TYPE A: CAST IRON BODY, FLASHING COLLAR WITH WEEPHOLES, NICKEL BRONZE, 7 IN. DIAMETER ADJUSTABLE STRAINER; JAY R. SMITH FIGURE #2010-A. 2. TYPE B: CAST IRON BODY, FLASHING COLLAR WITH WEEPHOLES, 8 IN. DIAMETER CAST IRON GRATE MEDIUM DUTY, REMOVABLE SEDIMENT BUCKET; ACID RESISTANT COATING, JAY R. SMITH FIGURE #2110-ARI. B. MAKE: JOSAM, JAY R. SMITH, MIFAB, WATTS OR ZURN. 2.2 FLOOR SINKS A. SINK DESCRIPTION: 1. TYPE A: ACID RESISTANT COATED BODY WITH 12-1/2 IN. SQUARE NICKEL BRONZE TOP, 8 IN. DEEP WITH SEDIMENT BUCKET; JAY R. SMITH FIGURE #3150. B. MAKE: JOSAM, JAY R. SMITH, MIFAB, WATTS OR ZURN. 2.3 CLEANOUTS A. FLOORS: CAST IRON BODY, NICKEL -BRONZE TOP WITH ADJUSTABLE FEATURE, BRONZE PLUG AND FLASHING CLAMP WHERE REQUIRED, CARPET MARKER AND TILE COVER WHERE APPLICABLE; JAY R. SMITH SERIES #4028. B. WALLS: CAST IRON FERRULE, WITH BRONZE PLUG AND STAINLESS STEEL SMOOTH ACCESS COVER. 1. HORIZONTAL: JAY R. SMITH FIGURE #4402. 2. VERTICAL: JAY R. SMITH FIGURE #4531. 1. CAST IRON BODY, ADJUSTABLE ROUND HEAVY DUTY TOP, WITH TRACTOR COVER, VANDAL PROOF SCREWS AND BRONZE PLUG; JAY R. SMITH FIGURE #4246. B. MAKE: JOSAM, JAY R. SMITH, MIFAB, WATTS OR ZURN: 2.2 WALL HYDRANTS A. EXPOSED TYPE HOSE CONNECTION, LEAD-FREE, SOLDER CONNECTION, NICKEL BRONZE FACE, QUARTER TURN VALVE, NONFREEZE TYPE, 3/4 IN. HOSE CONNECTION, SELF DRAINING, INTEGRAL VACUUM BREAKER WITH VANDAL RESISTANT CAP, LOOSE KEY CONTROL AND WALL CLAMP; JAY R. SMITH FIGURE #5609QT. B. MAKE: JAY R. SMITH, PRIER, WATTS, WOODFORD OR ZURN. 2.3 HOSE BIBBS (INTERIOR) A. INSIDE SILL FAUCET, VACUUM BREAKER, LEAD-FREE, SOLDER CONNECTION, 3/4 IN. HOSE THREAD OUTLET, LOCK SHIELD CAP, LOOSE KEY CONTROL, FLANGED FEMALE INLET, POLISHED CHROME PLATE FINISH FOR FINISHED ROOMS, ROUGH CHROMIUM FOR UNFINISHED ROOMS. B. MAKE: WOODFORD MODEL 84, PRIER, CHICAGO FAUCETS OR ACORN IN FINISHED ROOM; CHICAGO FAUCETS #998 IN MECHANICAL ROOMS, BOILER ROOM, PENTHOUSE, OR OTHER UNFINISHED ROOMS. 2.4 SHOCK ABSORBERS A. HYDROPNEUMATICALLY CONTROLLED WITH PERMANENTLY SEALED EXPANSION CHAMBER PRE -CHARGED WITH NON-COMBUSTIBLE GAS; LEAD-FREE, THREADED CONNECTION, MEETS OR EXCEEDS PLUMBING AND DRAINAGE INSTITUTE STANDARD PDI WH-201 AND ASSE STANDARD 1010. 1. BELLOWS TYPE: STAINLESS STEEL CONSTRUCTION WITH STAINLESS STEEL BELLOWS. 2. PISTON TYPE: HARD DRAWN COPPER BODY WITH BRASS PISTON, CAP AND ADAPTER, AND ELASTOMER SEALS. B. ELASTOMER OR RUBBER COMPOUND TYPE BELLOWS NOT ALLOWED. C. MAKE: WATTS #LF15M2, PRECISION PLUMBING PRODUCTS, JAY R. SMITH, OR ZURN. 2.5 TRAP GUARDS A. ELASTOMERIC, NORMALLY CLOSED SEAL TO PREVENT EVAPORATION OF P-TRAPS. INSERTS INTO THROAT OF FLOOR DRAIN. PROVIDE FOR EACH NEW FLOOR DRAIN. B. MAKE: PROVENT SYSTEMS, INC. "PROSET TRAP GUARD". 2.6 TEMPERATURE MIXING VALVE - EMERGENCY SAFETY SYSTEM A. VALVE SHALL MIX 140OF HOT WATER WITH 40OF COLD WATER TO OBTAIN A WATER OUTLET TEMPERATURE OF 85°F. THE VALVE SHALL CONSIST OF THE FOLLOWING: 1, SINGLE THERMOSTATIC MIXING VALVE WITH 1-1/4 IN. INLET AND 1-1/4 IN. OUTLET. FLOW CAPACITY OF 48 GPM AT 5 PSI PRESSURE DROP, AND 25 GPM AT 20 PSI PRESSURE DROP. 2. COMBINATION STRAINER CHECK STOPS, TAMPER RESISTANT TEMPERATURE ADJUSTMENT CONTROL. 3. PROVIDE VALVES ON HOT, COLD AND TEMPERED WATER PIPING WITH FITTINGS, NIPPLES, TRIM PIPING AND ESCUTCHEON PLATES. HORIZONTAL STEM DIAL THERMOMETERS ON HOT, COLD AND TEMPERED WATER PIPING. 4. ROUGH BRONZE LEAD FREE MIXING VALVE AND TRIM EXPOSED ON WALL. B. MAKE: HAWS MODEL 9201 E, LEONARD, OR SYMMONS. 2.7 TRENCH DRAIN A. PRE -SLOPED TRENCH DRAIN SYSTEM. HIGH DENSITY POLYETHYLENE STRUCTURAL COMPOSITE DRAIN CHANNEL WITH .75% BOTTOM SLOPE. ALL SECTIONS 80 IN. MODULAR LENGTHS AND INTEGRAL TOP FRAME, INTERLOCKING ENDS AND RADIUSED BOTTOM. COMBINATION TIE- DOWN/LEVELING DEVICES AT 20 IN. INTERVALS. INTEGRAL REBAR CLIP. HEEL -PROOF DUCTILE GRATE, VANDAL PROOF CENTER LOCKDOWN. HEAVY DUTY FRAME. B. HIGH DENSITY POLYETHYLENE STRUCTURAL COMPOSITE CATCH BASIN WITH SEDIMENT BASKET, COMPLETE WITH INTERLOCKING ENDS, COMBINATION TIE-DOWN/LEVELING DEVICES AND HEAVY DUTY HEEL - PROOF DUCTILE GRATE, INTEGRAL REBAR CLIP. HEAVY DUTY FRAME. C. PROVIDE REBAR STEEL STAKES FOR TEMPORARY SUPPORT AND LEVELING DURING INSTALLATION. SIZE PER DRAIN MANUFACTURER. D. MANUFACTURER: ZURN Z-886 "PERMA-TRENCH DRAIN SYSTEM". PART 3 - EXECUTION 3.1 EQUIPMENT CONNECTIONS A. PLUMBING CONTRACTOR SHALL: 1. PROVIDE ALL ROUGHING AND FINAL WATER, WASTE, VENT CONNECTIONS TO ALL EQUIPMENT REQUIRING SAME AS CALLED FOR ON CONTRACT DOCUMENTS. 2. REFER TO CONTRACT DOCUMENTS FOR ROUGHING SCHEDULES, AND EQUIPMENT AND LISTS INDICATING SCOPE OF CONNECTIONS REQUIRED. 3. PROVIDE LOOSE KEY STOPS, "P" TRAPS, TAILPIECES, ADAPTERS, AND ALL NECESSARY PIPING AND FITTINGS FROM ROUGHING POINT TO EQUIPMENT. 4. PROVIDE FOR INSTALLATION OF SINKS, FAUCETS, TRAPS, TAILPIECES PROVIDED BY AN EQUIPMENT CONTRACTOR. THESE ITEMS TO BE DELIVERED, IN EASILY IDENTIFIED CARTONS, TO THE PROPER ROOM FOR CONTRACTOR'S INSTALLATION. 5. INSTALL CONTROLS AND DEVICES FURNISHED BY OTHERS. 6. PROVIDE COLD WATER LINE WITH GATE OR VALVE AND BACKFLOW PREVENTION DEVICE AT LOCATIONS CALLED FOR. CONTINUATION AND CONNECTION TO EQUIPMENT BY OTHERS. 7. INSTALL RELIEF VALVE DISCHARGE PIPING FROM EQUIPMENT RELIEF VALVES. 8. PROVIDE FOR OWNER FURNISHED EQUIPMENT: a. CONNECT COMPLETE AND READY FOR USE, INCLUDING ALL VALVES, PIPING, PIPING ACCESSORIES, TRAPS, PRESSURE REDUCING VALVES, GAUGES, RELIEF VALVES, VENTS, DRAINS, INSULATION, CONTROLS, ETC., AS REQUIRED BY OWNER. b. REFER TO MANUFACTURER DRAWINGS AND SPECIFICATIONS FOR REQUIREMENTS OF SPECIAL EQUIPMENT. VERIFY CONNECTION REQUIREMENTS BEFORE BIDDING. 3.2 CLEANOUTS A. INSTALL CLEANOUTS OUT OF TRAFFIC PATTERNS AND FLUSH TO FLOOR. PROVIDE OFFSET FROM SANITARY LINE SERVED. DO NOT LOCATE UNDER DOORS OR UNDER LOCKERS. MAINTAIN DISTANCE BETWEEN CLEANOUTS ON PIPING 4 IN. AND SMALLER, 50 FT.; OVER 4 IN., 100 FT. AT CHANGES IN DIRECTION GREATER THAN 450. INSTALL AT BASE OF SOIL, WASTE, VENT, STACKS AND ROOF CONDUCTORS AND WHERE CALLED FOR. B. CLEANOUTS: SAME NOMINAL SIZE AS PIPE, BUT NOT LARGER THAN 4 IN. 3.3 WALL HYDRANTS A. INSTALL MINIMUM 24 IN. ABOVE GRADE. 3.4 HOSE BIBBS A. INSTALL AT LOW POINTS OF PIPING SYSTEM. 3.5 SHOCK ABSORBERS A. INSTALL IN VERTICAL POSITION. 3.1 TEMPERATURE MIXING VALVE A. PROVIDE WHERE CALLED FOR. PROVIDE 2 FT. - 0 IN. DEEP HEAT TRAP ON HOT WATER SUPPLY LINE AHEAD OF CONNECTION TO MIXING VALVE. B. PROVIDE FACTORY -TRAINED TECHNICIAN TO START UP, ADJUST AND INSPECT THE MIXING VALVE AND PIPING FOR CORRECT INSTALLATION AND TEMPERATURE ADJUSTMENT. END OF SECTION SECTION 223400 - WATER HEATERS PART 1 - GENERAL 1.1 SCOPE OF WORK A. WORK OF THIS SECTION SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO INSTRUCTIONS TO BIDDERS, AGREEMENT AND GENERAL CONDITIONS, GENERAL REQUIREMENTS AND BASIC MECHANICAL/ELECTRICAL REQUIREMENTS. B. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM WORK AND RELATED WORK REQUIRED BY CONTRACT DOCUMENTS FOR A COMPLETE OPERATING SYSTEM. 1.2 SUBMITTALS A. SUBMIT MANUFACTURER'S DATA FOR APPROVAL IN ACCORDANCE WITH BASIC MECHANICAL/ELECTRICAL REQUIREMENTS. OBTAIN APPROVAL PRIOR TO ORDERING MATERIAL. B. PROVIDE SUBMITTALS FOR ALL PRODUCTS TO BE INSTALLED INCLUDING, BUT NOT LIMITED TO: 1. WATER HEATER. 2. TANK PROTECTIVE VALVES, 3. EXPANSION TANK. 4. ALL HEATER AND TANK ACCESSORIES. 5. ALL SYSTEM WIRING DIAGRAMS. 6. TANK LINING. 7. CONDENSATE NEUTRALIZER KIT. 1.3 SPECIAL COORDINATION A. COORDINATE ALL WORK OF OTHER TRADES IN MECHANICAL ROOM. B. FURNISH DIVISION 26 "ELECTRIC" WITH DIMENSIONAL DRAWINGS SHOWING LOCATION OF ELECTRICAL CONNECTIONS, LOCATION OF EQUIPMENT MOUNTED ON WALLS, AND OF OTHER EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS, REMOVALS OR REPLACEMENTS. PART2-PRODUCTS 2.1 WATER HEATER - ELECTRIC, TANK TYPE (EWH-1, BATHROOMS) A. 19 GALLON, GLASS LINED 125 PSI STORAGE TANK WITH INDIVIDUALLY FUSED ELEMENTS PER NEC. TOTAL KW TO BE 5KW AT 208 VOLTS, SINGLE PHASE WITH RECOVERY OF 21 GPH AT 10OF RISE. THREE (3) YEAR COMMERCIAL WARRANTY. B. PROVIDE HIGH TEMPERATURE LIMIT, OPERATING TEMPERATURE CONTROL AND MAGNESIUM ANODE RODS, INSULATION TO MEET CURRENT ENERGY CODES. C. PROVIDE TEMPERATURE AND PRESSURE RELIEF VALVE, ASME STAMPED AND RATED FOR FULL HEATING CAPACITY. PIPE RELIEF TO DRAIN. D. PROVIDE LOW WATER CUT OFF. E. DESIGN EQUIPMENT: BRADFORD WHITE MODEL LE1201-3-3. F. ACCEPTABLE MANUFACTURERS: A.O. SMITH, STATE OR APPROVED EQUAL. 2.2 WATER HEATER - ELECTRIC, TANK TYPE (EWH-2, SWIM -UP BAR) A. 28 GALLON, GLASS LINED 125 PSI STORAGE TANK WITH INDIVIDUALLY FUSED ELEMENTS PER NEC. TOTAL KW TO BE 5KW AT 208 VOLTS, SINGLE PHASE WITH RECOVERY OF 21 GPH AT 10OF RISE. THREE (3) YEAR COMMERCIAL WARRANTY. B. PROVIDE HIGH TEMPERATURE LIMIT, OPERATING TEMPERATURE CONTROL AND MAGNESIUM ANODE RODS, INSULATION TO MEET CURRENT ENERGY CODES. C. PROVIDE TEMPERATURE AND PRESSURE RELIEF VALVE, ASME STAMPED AND RATED FOR FULL HEATING CAPACITY. PIPE RELIEF TO DRAIN. D. PROVIDE LOW WATER CUT OFF. E. DESIGN EQUIPMENT: BRADFORD WHITE MODEL LE230LN3-3. F. ACCEPTABLE MANUFACTURERS: A.O. SMITH, STATE OR APPROVED EQUAL. 2.3 WATER HEATER - ELECTRIC, INSTANTANEOUS TYPE (ETH-01, ETH-02 PUMP ROOMS - EMERGENCY SHOWERS) A. PROVIDE INSTANTANEOUS ELECTRIC WATER HEATER WITH POWDER COATED STEEL NEMA 4 UL RATED CABINET, DIGITAL MICROPROCESSING TEMPERATURE CONTROL, REPLACEABLE FILTER, NICKEL CHROME ELEMENT, MEETS ANSI/UL 499 FOR TEPID WATER TEMPERATURE UNITS. PROVIDE CONTROL FLOW RATE AT 23 GPM, TEMPERATURE ACCURACY OF +/-1 F AT STEADY STATE FLOW; 126 KW, 480 VOLTS, THREE PHASE POWER REQUIREMENTS. B. DESIGN EQUIPMENT: HAWS MODEL 9326 1. PROVIDE HAWS MODEL 932X WATER HAMMER ARRESTOR AND PIPING KIT FOR WATER HEATER. C. ACCEPTABLE MANUFACTURERS: CHRONOMITE, BRADFORD WHITE OR APPROVED EQUAL. 2.4 THERMAL EXPANSION TANK A. VERTICAL STEEL EXPANSION TANK CONSTRUCTED AND DESIGNED PER ASME CODE SECTION VIII, 150 PSI WORKING PRESSURE, STEEL OUTER SHELL, RIGID POLYPROPYLENE LINER, HEAVY DUTY BUTYL RUBBER DIAPHRAGM AND NON-FERROUS SYSTEM CONNECTION TAPPING, SUITABLE FOR POTABLE HOT WATER, FACTORY PRE -CHARGED AT 55 PSI. TANK WILL HAVE A 8 IN. DIAMETER AND A HEIGHT OF 14 IN. WITH A 2 GALLON TOTAL VOLUME AND 0.45 MAXIMUM ACCEPTANCE FACTORS. THE MANUFACTURER WILL BE SIMILAR TO MODEL ST-5C-DD BY AMTROL, WESSEL OR APPROVED EQUAL. B. DESIGN EQUIPMENT: AMTROL. C. ACCEPTABLE MANUFACTURERS: WATTS, WESSEL. 2.5 TANK PROTECTIVE VALVES A. PRESSURE RELIEF VALVES: 1. ASME STAMPED AND RATED. 2. OPEN AT 125 LBS. PRESSURE SIZED FOR FULL HEATING CAPACITY. 3. MAKE: BELL & GOSSETT, KUNKLE, WATTS OR APPROVED EQUAL. B. TEMPERATURE AND PRESSURE RELIEF VALVE: 1. ASME STAMPED AND RATED (FOR STEAM OR HOT WATER). 2. SIZE FOR FULL HEAT INPUT. 3. COMPLYING WITH FEDERAL SPEC. MIL-V-13612C. 4. VALVE SHALL BE SIZED AND SELECTED BY MANUFACTURER FOR TANK AND HEATER INSTALLED. 5. MAKE: CAMCO, CASH -ACME, WATTS, OR APPROVED EQUAL. PART 3 - EXECUTION 3.1 WATER HEATERS A. INSTALL EACH HEATER ON A 6 IN. HIGH CONCRETE PAD. B. PIPE PRESSURE AND TEMPERATURE RELIEF VALVE DRAIN TO DISCHARGE TO NEAREST FLOOR DRAIN. C. PROVIDE ALL ELECTRIC WIRING AND EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S WIRING DIAGRAMS AND INSTRUCTIONS. MAKE ALL FINAL CONNECTIONS. D. PROVIDE ALL PIPING, VALVES AND FITTINGS IN ACCORDANCE WITH MANUFACTURER'S PIPING INSTRUCTIONS. MAKE ALL FINAL CONNECTIONS. E. PROVIDE EQUIPMENT IN ACCORDANCE WITH CONTRACT DRAWINGS AND ALL LOCAL CODES. F. PROVIDE GAS PRESSURE REGULATOR WHEN INLET GAS PRESSURE EXCEEDS 14 IN. W.C. G. PROVIDE START-UP SERVICES OF A FACTORY TRAINED TECHNICIAN TO INSPECT THE INSTALLATION BASED ON FACTORY RECOMMENDATIONS. ITEMS INCLUDE BUT ARE NOT LIMITED TO: 1. VERIFICATION OF PROPER PIPING ARRANGEMENT. 2. FUEL SUPPLY PIPING AND CONNECTION(S). 3. COMBUSTION EFFICIENCY, 4. VERIFICATION OF PROPER TEMPERATURE RISE ACROSS HEATER(S). 5. VERIFICATION OF PROPER VENTING WITH DRAFT READING. 6. OPERATING AND SAFETY CONTROLS. 7. PROPER OPERATION OF EQUIPMENT. 8. VERIFICATION OF PIPING ARRANGEMENT AND AQUASTAT LOCATION. 9. VERIFICATION OF PROPER GAS PRESSURE TO UNIT AND TO BURNERS. 10. RELIEF VALVE SETTINGS AND AGA BTU CAPACITIES. 11. ALL CONTROL SETTINGS. H. SUBMIT THREE (3) COPIES OF STARTUP REPORTS IN WRITING WITH ALL FACTORY CHECKOUT DATA SIGNED BY THE FACTORY AUTHORIZED SERVICE AGENT TO THE OWNER'S REPRESENTATIVE. I. PLACE EQUIPMENT IN OPERATION. J. THE INSTALLATION OF WATER HEATERS SHALL BE BASED ON THE DETAILS SHOWN ON THE DRAWINGS AND SPECIFIED IN THIS SECTION. APPROVED WATER HEATERS PROVIDED OTHER THAN TYPE SHOWN OR SPECIFIED SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDED INSTALLATION INSTRUCTIONS AND PIPING DIAGRAMS. 3.2 INSTANTANEOUS WATER HEATERS A. INSTALL INSTANTANEOUS TYPE WATER HEATERS AS RECOMMENDED BY THE MANUFACTURER. PLACE AND SECURE ANCHORAGE DEVICES TO BUILDING STRUCTURE. MAINTAIN MANUFACTURER'S RECOMMENDED CLEARANCES. ARRANGE UNITS SO CONTROLS AND DEVICES THAT REQUIRE SERVICING ARE ACCESSIBLE. 3.3 STORAGE TANKS AND HEATERS A. INSTALL TANK ON A 6 IN. HIGH CONCRETE PAD. B. TEMPERATURE AND PRESSURE RELIEF VALVES: 1. EXTEND DRAIN PIPING TO TERMINATE AT 6 IN. ABOVE FLOOR OR FLOOR DRAIN. SUPPORT ALL DISCHARGE PIPING INDEPENDENT OF VALVES TO ELIMINATE STRAIN ON VALVE BODIES. 2. INSTALL ALL VALVES PER ANSI Z21.22. 3. THE TEMPERATURE SENSING ELEMENTS SHALL BE IMMERSED IN THE WATER WITHIN THE TOP 6 IN. OF THE TOP OF THE TANK. 4. INSTALL PRESSURE RELIEF VALVE IN THE COLD WATER LINE. C. UNUSED TANK OPENINGS: 1. PROVIDE SOLID BRASS OR BRONZE PLUGS IN ALL UNUSED TANK OPENINGS. END OF SECTION N ARCH ITECTS,P.C. WFD-)V M FD-) 0 Fo--I Q�11 PLAN M Mr." 307 Washington Avenue L Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK RESTROOM BUILDING K 512 MAIN STREET WEST YARMOUTH, MA 02673 J ENGiNEERiNG MechanicaUElectrical Engineering Consultants Capital District I Rochester I Buffalo I Syracuse 433 STATE STREET, SUITE 410 map 2. 518,5332171 SCHENECTADY, NY 12305 www.meengineering.com B DDA PROJECT #21-008 S H O MSS o� IC E N v EC ANICAL "I o NO.54230 YO�_21STE��O\���� /ONAL ECG Stamp L SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 E D C Drawn MJC Project Manager BAB P.I.C. MKS SHEET TITLE SPECIFICATIONS B SHEET NUMBER P003 1 2 3 4 5 6 7 8 9 10 12 13 14 1 15 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 SECTION 224000 - PLUMBING FIXTURES AND TRIM a. F-C FAUCET AS SPECIFIED HEREIN. J. FASTEN WALL -HANGING PLUMBING FIXTURES SECURELY TO SUPPORTS ATTACHED TO BUILDING SUBSTRATE WHEN SUPPORTS ARE SPECIFIED PART 1 - GENERAL b. MCGUIRE #155WC OFFSET CHROME PLATED P.O. PLUG WITH AND TO BUILDING WALL CONSTRUCTION WHERE NO SUPPORT IS OPEN GRID STRAINER AND 1-1/4 IN., 17 GAUGE OFFSET INDICATED. 1.1 WORK INCLUDED TAILPIECE. A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM C. MCGUIRE #8902 CHROME PLATED, 17 GAUGE, 1-1/4 IN. X 1-1/2 K. FASTEN COUNTER -MOUNTING -TYPE PLUMBING FIXTURES TO CASEWORK. N OPERATIONS REQUIRED FOR THE COMPLETE INSTALLATION AND RELATED IN. "P" TRAP WITH CLEANOUT PLUG AND CAST BRASS L. METERING FAUCETS SHALL BE ADJUSTED FOR MINIMUM TEN (10) SECOND WORK AS REQUIRED IN CONTRACT DOCUMENTS. ESCUTCHEON WITH SET SCREW. RUN TIME, BUT NOT MORE THAN 0.25 GALLONS PER CYCLE. 1.2 SUBMITTALS A. SUBMIT MANUFACTURER'S DATA IN ACCORDANCE WITH BASIC d. MCGUIRE # LF165LKF, LEAD-FREE, 3/8 IN. CHROME PLATED WALL SUPPLIES WITH LOOSE KEY ANGLE STOPS, 12 IN. LONG M. IMMEDIATELY AFTER INSTALLATION, PROVIDE PROTECTIVE COVERING OVER FIXTURES AND TRIM. ARCHITECTS P.C. /1 n MECHANICAL/ELECTRICAL REQUIREMENTS. OBTAIN APPROVAL PRIOR TO FLEXIBLE RISERS, CAST BRASS ESCUTCHEON WITH SET 3.3 MOUNTING HEIGHT AND LOCATION ORDERING MATERIAL. SCREWS. B. PROVIDE SUBMITTALS FOR ALL ITEMS SPECIFIED UNDER PART 2 - e. JAY R. SMITH SERIES 700 CONCEALED ARM FLOOR MOUNTED A. MOUNT FIXTURES AT HEIGHT AND LOCATION AS INDICATED ON ARCHITECTURAL PLANS AND ELEVATIONS. /���\ �L1n�u lunul lu' U lun►�s PRODUCTS OF THIS SECTION. CARRIER WITH RECTANGULAR UPRIGHTS. M M 1.3 DESCRIPTION OF FIXTURES f. COVER EXPOSED WASTE, STOPS AND SUPPLY PIPING WITH ADA CONFORMING PIPE COVERS, TRUEBRO, INC. "LAV- B. MOUNT ACCESSIBLE FIXTURES IN CONFORMANCE WITH THE REQUIREMENTS OF ANSI A117.1. 0 I -DI 1�1 A. FIXTURES AND TRIM SHALL BE OF THOSE MANUFACTURERS LISTED, GUARD". 3.4 CONNECTIONS UNLESS OTHERWISE INDICATED. FIXTURES FOR THIS PROJECT SHALL BE OF SAME MANUFACTURER. 9 MOUNT AT ADA REQUIRED HEIGHT AND LOCATION OR AS A. INSTALL PIPING CONNECTIONS BETWEEN PLUMBING FIXTURES AND PIPING 1. FIXTURES: AMERICAN STANDARD, KOHLER, MANSFIELD, SLOAN, SHOWN ON ARCHITECTURAL DRAWINGS. 2.5 FAUCETS SYSTEMS AND PLUMBING EQUIPMENT SPECIFIED IN OTHER SECTIONS OF DIVISION 22. n1FD LrN TOTO, WATTS OR ZURN. A. F-C: 3.5 ADJUSTING AND CLEANING 2. FAUCETS: CHICAGO FAUCETS, DELTA, MOEN, SYMMONS, T&S BRASS OR ZURN. ALL FAUCETS SHALL BE LEAD-FREE IN 1. CHICAGO FAUCETS HYTRONIC #116.221.AB.1, DUAL SUPPLY, WITH A. OPERATE AND ADJUST FAUCETS AND CONTROLS. REPLACE DAMAGED CONTROLS. 307 Washington Avenue L ACCORDANCE WITH NSF 61 AND NSF 372. USER ADJUSTABLE TEMPERATURE MIXING VALVE AND INTEGRAL AND MALFUNCTIONING FIXTURES, FITTINGS AND L 3. FLUSHOMETERS: SLOAN "REGAL XL" OR ZURN. CHECKS, CP SOLID CAST BRASS ELECTRONIC SENSOR FAUCET, B. ADJUST WATER PRESSURE AT ELECTRIC WATER COOLERS, FAUCETS AND Albany, New York 12206 USA 4. CLOSET SEATS: BEMIS, BENEKE, CHURCH OR OLSONITE. BATTERY OPERATED, DECK MOUNTED, 4 IN. CENTERS, LEAD-FREE, COVER PLATE, VANDALPROOF NON -AERATING SPRAY OUTLET, FLUSH VALVES TO PROVIDE PROPER FLOW AND STREAM. http://www.DDArch.com STAINLESS STEEL BRAIDED HOSE SUPPLY, ADA COMPLIANT AND C. REPLACE WASHERS OF LEAKING AND DRIPPING FAUCETS AND STOPS. T: 518.463.8066 F: 518.463.8610 5. FIXTURE CARRIERS: JAY R. SMITH, WATTS, WADE, JOSAM OR ZURN. FITTED WITH THE FOLLOWING: D. CLEAN FIXTURES, FITTINGS, SPOUT AND DRAIN STRAINERS WITH PROJECT TITLE 6. SINKS: ELKAY, JUST OR KOHLER. a. 0.50 GPM AERATOR. MANUFACTURERS' RECOMMENDED CLEANING METHODS AND MATERIALS. 7. WATER COOLERS: ELKAY, HALSEY TAYLOR OR HAWS. b. CHICAGO #131-ABNF, LEAD-FREE, THERMOSTATIC MIXING E. TEST FIXTURES TO DEMONSTRATE PROPER OPERATION UPON CAPE COD INFLATABLE 8. SUPPLIES, STOPS AND TRAPS: BRASSCRAFT, EBC, MCGUIRE OR VALVE, 3/8 IN. CONNECTIONS. COMPLETION OF INSTALLATION AND AFTER UNITS ARE WATER MALFUNCTIONING FIXTURES AND PARK SANITARY DASH. PRESSURIZED. REPLACE COMPONENTS C. 6 VOLT LITHIUM CRP2 BATTERY. AND RETEST. REPEAT PROCEDURE UNTIL ALL UNITS OPERATE RESTROOM BUILDING K K B. EXPOSED PARTS OF TRIM SHALL HAVE POLISHED CHROME PLATED FINISH. d. ADA COMPLIANT, CHROME PLATED. PROPERLY, C. TUBULAR DRAINAGE PRODUCTS ("P" TRAPS, NIPPLES, ETC.) SHALL BE 17 2.6 MOP BASINS END OF SECTION 512 MAIN STREET GAUGE BRASS. 1.4 QUALITY ASSURANCE A. MSB: WEST YARMOUTH, MA 02673 A. COMPLY WITH REQUIREMENTS OF THE PLUMBING FIXTURE LAW OF THE 1. FIAT MODEL MSB, MOLDED STONE, 24 IN. X 24 IN. X 10 IN. DEEP, STAINLESS STEEL FLAT STRAINER, 2 IN. OUTLET WITH THE MASSACHUSETTS STATE DEPT. OF ENVIRONMENTAL PROTECTION. FOLLOWING: B. COMPLY WITH THE AMERICAN DISABILITIES ACT GUIDELINES AND ANSI a. T&S BRASS #B-0665-BSTP, LEAD-FREE, EXPOSED WALL A117.1 "ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES". MOUNTED FAUCET WITH INTEGRAL STOPS, ROUGH CHROME J C. ALL ITEMS HERE -IN USED TO CONVEY WATER FOR POTABLE USE SHALL BE FINISH, LEVER HANDLES, TOP BRACE SPOUT WITH BUCKET J LEAD FREE IN ACCORDANCE WITH NSF STANDARD 61, SECTION 9 HOOK, HOSE END AND VACUUM BREAKER. ENGiNEER�NG STANDARD FOR DRINKING WATER AND LAVATORY FAUCETS AND NSF b. FIAT # 832AA HOSE AND HOSE BRACKET. Mechanicat/Eirict i engineering Consultants STANDARD 372 - MAXIMUM LEAD REQUIREMENTS. COMPLIANCE SHALL BE Rochester Capital District heater I Buffalo I Syracuse I VIA THIRD -PARTY TESTING AND CERTIFICATION. C. FIAT #889CC MOP HANGER. 433 STATE STREET, SUITE 410 515.533,2171 SCHENECTADY, NY 72305 www crigiread.go- D. ALL FIXTURE TRIM USED TO CONVEY WATER FOR POTABLE USE SHALL BE d. FIAT # E77AA VINYL BUMPER GUARD ON EXPOSED SIDES. LEAD FREE. e. PROVIDE SILICONE SEALANT BETWEEN WALL, FLOOR AND PART 2 - PRODUCTS MOP BASIN. 2.1 WATER CLOSETS 2.7 DRINKING FOUNTAIN f --) A. WC -A: A. DF-A: H 1. AMERICAN STANDARD #2257.101 AFWALL, WALL HUNG, VITREOUS 1. ELKAY #EHWM217RAC HEAVY DUTY BI-LEVEL REVERSE FOUNTAIN, CHINA, SIPHON JET, ELONGATED BOWL, 1.28 GPF, FULLY GLAZED 2 NON -FILTERED, NON -REFRIGERATED STAINLESS STEEL. FEATURES IN. BALL PASS TRAPWAY, WITH 1-1/2 IN. TOP SPUD, FITTED WITH SHALL INCLUDE HEAVY DUTY VANDAL RESISTANT BUBBLER. FOLLOWING: MECHANICAL FRONT BUBBLER BUTTON ACTIVATION, PRODUCT SHALL BE WALL MOUNT (ON WALL), FOR INDOOR + OUTDOOR a. FV-B FLUSH VALVE AS SPECIFIED HEREIN. APPLICATIONS, SERVING 2 STATION(S). UNIT SHALL BE LEAD-FREE b. CHURCH #9500SSC, EXTRA HEAVY WEIGHT, WHITE DESIGN WHICH IS CERTIFIED TO NSF/ANSI 61 & 372 (LEAD FREE) AND DDA PROJECT #21 -OOS ELONGATED SOLID PLASTIC, OPEN FRONT CLOSET SEAT MEETS FEDERAL AND STATE LOW -LEAD REQUIREMENTS., WITH WITH COMBINATION SELF-SUSTAINING CHECK HINGES, LESS OPTIONAL #LKAPR2 APRON, FITTED WITH THE FOLLOWING: G COVER. a. MCGUIRE #LF165LKE, LEAD-FREE, 3/8 IN. LAVATORY WALL G C. JAY R. SMITH SERIES 200 CLOSET FITTINGS AND CARRIER. SUPPLY WITH LOOSE KEY ANGLE STOP, 3/8 IN. FLEXIBLE TUBE RISER, CAST BRASS ESCUTCHEON WITH SET SCREW. b. MCGUIRE #8902, 1-1/4 IN. X 1-1/2 IN. SEMI -CAST BRASS "P" 1. AMERICAN STANDARD #2257.101 AFWALL, WALL HUNG, VITREOUS TRAP WITH CLEANOUT AND CAST BRASS ESCUTCHEON WITH CHINA, SIPHON JET, ELONGATED BOWL, 1.28 GPF, FULLY GLAZED 2 IN. BALL PASS TRAPWAY, WITH 1-1/2 IN. TOP SPUD, FITTED WITH SETSCREW. FOLLOWING: C. JAY R. SMITH FLOOR MOUNTED CARRIER WITH o RECTANGULAR UPRIGHTS. M �P� s a. FV-B FLUSH VALVE AS SPECIFIED HEREIN. oti d. ACCEPTABLE MANUFACTURERS: ELKAY, HALSEY TAYLOR. H L b. CHURCH #9500SSC, EXTRA HEAVY WEIGHT, WHITE VEER F F ELONGATED SOLID PLASTIC, OPEN FRONT CLOSET SEAT 2.8 EMERGENCY SHOWER AND EYE/FACE WASH (FREE-STANDING) �tlenL WITH COMBINATION SELF-SUSTAINING CHECK HINGES, LESS A. EQUAL TO HAWS #8336 CORROSION FREE-STANDING NO. NO. �zso q �F �o COVER. EMERGENCY SHOWER COMPLETE WITH 2OGPM DELUGE SHOWER HEAD, 7o0 /STE S/oNAL C. JAY R. SMITH SERIES 200 CLOSET FITTINGS AND CARRIER. 316 STAINLESS STEEL BALL VALVE WITH RIGID PULL ROD AND RING, STANCHION FLOOR FLANGE, INTERCONNECTING FITTINGS, AERATED Stamp d. MOUNT AT ADA REQUIRED HEIGHT AND LOCATION OR AS SHOWN ON ARCHITECTURAL DRAWINGS. EYE/FACE WASH, 316 STAINLESS STEEL BALL VALVE PUSH ACTIVATED BY HAND WITH ABS PLASTIC BOWL. SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01 /22 2.2 URINALS 1. PROVIDE OPTIONAL THERMOSTATIC MIXING VALVE #9201 E PROVIDING A 31GPM FLOW RATE. A. UR-A: E 1. AMERICAN STANDARD #�590.501, WASHBROOK 0.5 GPF, WALL 2. PROVIDE OPTIONAL ANSI SHOWER AND EYEWASH TESTING KIT # 9011 ANSI COMPLIANCE TEST KIT. E HUNG, VITREOUS CHINA, WASHOUT URINAL WITH EXTENDED SHIELDS, STAINLESS STEEL STRAINER, OUTLET CONNECTION PART 3 - EXECUTION THREADED 2 IN. FEMALE, 3/4 IN. TOP SPUD, FITTED WITH FOLLOWING: 3.1 FIXTURES, EQUIPMENT AND SYSTEMS a. FV- G FLUSH VALVE AS SPECIFIED HEREIN. A. INSTALL FIXTURES, EQUIPMENT AND SYSTEMS AS SHOWN ON DRAWINGS OR SPECIFIED HEREIN IN ACCORDANCE WITH PROVISIONS OF EACH b. JAY R, SMITH SERIES 637 CARRIER WITH RECTANGULAR APPLICABLE SPECIFICATION SECTION AND ALL LOCAL AND STATE CODES UPRIGHTS, BEARING AND BASE PLATES. HAVING JURISDICTION. B. UR-B (HDCP): 3.2 INSTALLATION OF PLUMBING FIXTURES 1. AMERICAN STANDARD #65901.501, WASHBROOK 0.5 GPF, WALL A. INSTALL PLUMBING FIXTURES LEVEL AND PLUMB, IN ACCORDANCE WITH HUNG, VITREOUS CHINA, WASHOUT URINAL WITH EXTENDED FIXTURE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. SHIELDS, STAINLESS STEEL STRAINER, OUTLET CONNECTION THREADED 2 IN. FEMALE, 3/4 IN. TOP SPUD, FITTED WITH B. CAREFULLY DRILL HOLES FOR THROUGH BOLTS TO AVOID CHIPPING FOLLOWING: BLOCKS OR PLASTER. a. FV- G FLUSH VALVE AS SPECIFIED HEREIN. C. EXCEPT WHERE CARRIERS ARE SPECIFIED, ATTACH HANGERS OR BRACKETS TO WALLS AS FOLLOWS: b. JAY R. SMITH SERIES 637 CARRIER WITH RECTANGULAR UPRIGHTS, BEARING AND BASE PLATES. 1. MASONRY CONSTRUCTION: SECURE FIXTURE HANGERS TO PARTITION BY THRU-BOLTS EXTENDING THROUGH A STEEL PLATE C. MOUNT AT ADA REQUIRED HEIGHT AND LOCATION OR AS ON OPPOSITE SIDE OF PARTITION. OBTAIN OWNER'S G SHOWN ON ARCHITECTURAL DRAWINGS, REPRESENTATIVE'S APPROVAL PRIOR TO WORK. G .3 FLUSH VALVES 2. METAL STUD CONSTRUCTION: ANCHOR BACKING FOR FIXTURES OR EQUIPMENT TO 1/8 IN. X 12 IN. STEEL PLATE BOLTED OR A. FV-B: SLOAN #ECOS8111-1.28/1.1 GPF, SENSOR OPERATED, BATTERY RIVETED TO AT LEAST THREE STUDS. OBTAIN OWNER'S POWERED, CLOSET FLUSHOMETER, FOR LEFT OR RIGHT HAND SUPPLIES, REPRESENTATIVE'S APPROVAL PRIOR TO WORK. EXPOSED DIAPHRAGM TYPE, 1 IN. SCREWDRIVER ANGLE STOP WITH VANDAL RESISTANT METAL CAP AND REPLACEABLE SENSOR WINDOW, BUMPER ON STOP, VACUUM BREAKER, ADJUSTABLE TAILPIECE, SWEAT D. ANCHOR CARRIERS TO CONCRETE FLOOR WITH 1/2 IN. X 3 IN. ANCHOR OR THRU-BOLTS AND WASHERS. PROVIDE FOR DRILLING OF FLOOR AND Drawn Project Manager P.I.C. SOLDER ADAPTOR KIT, CAST WALL FLANGE WITH SET SCREW, OVERRIDE INSTALLATION OF EXPANSION SHIELDS. QUANTITY OF ANCHORS: P,1 J C B AB M K S BUTTON, ADJUSTABLE SENSOR ON CENTERLINE OF FIXTURE, SENTINEL FLUSH EVERY 24 HOURS AFTER LAST FLUSH, LOW BATTERY FLASHING LED 1. WATER CLOSETS - FOUR (4). SHEET TITLE AND POWERED BY (4) SIZE AA BATTERIES, 3 YEAR BATTERY LIFE @ 4,000 2. LAVATORIES - EIGHT (8). B g FLUSHES PER MONTH. 3. URINALS -EIGHT (8). B. FV-G: SLOAN #8186-0.5 GPF, SENSOR OPERATED, BATTERY POWERED, URINAL FLUSHOMETER, FOR LEFT OR RIGHT HAND SUPPLIES, EXPOSED E. SEAL FIXTURES IN CONTACT WITH WALLS, FLOORS AND COUNTERS USING DIAPHRAGM TYPE, 3/4 IN. SCREWDRIVER ANGLE STOP WITH VANDAL A SANITARY -TYPE, ONE -PART, MILDEW -RESISTANT, SILICONE CAULK. RESISTANT METAL CAP AND REPLACEABLE SENSOR WINDOW, VACUUM MATCH COLOR TO FIXTURE COLOR. SPECIFICATIONS BREAKER, ADJUSTABLE TAILPIECE, SWEAT -SOLDER ADAPTOR KIT, CAST WALL FLANGE WITH SET SCREW, OVERRIDE BUTTON WITH ADJUSTABLE F. SET SELF -RIMMING LAVATORIES AND SINKS IN A BED OF SILICONE CAULK. SENSOR ON CENTERLINE OF FIXTURE, SENTINEL FLUSH EVERY 24 HOURS G. INSTALL FLOOR -MOUNTED, FLOOR -OUTLET WATER CLOSETS WITH AFTER LAST FLUSH, LOW BATTERY FLASHING LED AND POWERED BY CLOSET FLANGES AND GASKET SEALS. FOUR (4) SIZE AA BATTERIES, THREE (3) YEAR BATTERY LIFE @ 4,000 SHEET NUMBER FLUSHES PER MONTH.] H. INSTALL WALL -HANGING, BACK -OUTLET WATER CLOSETS WITH SUPPORT A P MANUFACTURER'S TILING FRAME OR SETTING GAGE. .4 LAVATORIES I. INSTALL WALL -HANGING, BACK -OUTLET URINALS WITH GASKET SEALS. A. LAV-A: P004 1. LAVATORY IS INTEGRAL WITH SOLID SURFACE COUNTERTOP, PROVIDE FAUCET AND TRIM ONLY PER THE FOLLOWING: 1 2 3 4 5 6 7 Q V 9 10 1 1 12 13 14 15 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. 2 3 4 5 6 7 8 U 9 10 I 11 I 12 I 13 14 15 N m L K J H G E ■ G ROOF ? REFERENCE �t�� 14'-off B/SOF B/CEI L s�-o" FOUNI - off ROOF REFERENCE 14' - 0" :IT B/: I NG B/C H_4" 2" F�T a 4" i 2" VENT UP 4rr )ATI ON WALL A Al DWV SECTION 1/41' = 1'-0" P101 1 2 SOFFIT �r =ILING 8,- a' 4" WALL CLEANOUT FOUNDATION WALL a= -5' - Of' ROOF ROOF Ljk REFERENCE _ _ REFERENCE VV 7\JJ 14'-0" _ 14'-011 B/SOFFI B/cElur 3/SOFFIT /CEILING _s'-o" 211 11-0 VENT FOR__/4 4" P-TRAP FOUNDATION FOUNDATION �— WALL WAL�_5� -5' - 0" - - _ -5' - 0" A7 DWV LAVATORY SECTION 1 /4" = 1'-0" P 101 3 4 5 6 7 N � C i ARCH ITECTS,P.C. L�1LI11(F:;� LEI 0 � E (7�1 � U FD-) E ■ M R �ORQ11 �H7EMD ■ pL�a��lO�C� 307 Washington Avenue L Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK RESTROOM BUILDING K 512 MAIN STREET WEST YARMOUTH, MA 02673 J ENGiNEERM Mechanical/Electrical Engineering Consultants Capital District I Rochester I Buffalo I Syracuse 433 STATE STREET, SUITE 410 wcxnssss 518.533,2171 SCHENECTADY. NY 12305 www.meengineering.com H DDA PROJECT #21-008 G CH L MLl , ENGINEER o, NC. 51230 �GiSTt� �. iGNAL Stamp FECHa SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 E D G Drown MJC Project Manager BAB P.I.C. MKS SHEET TITLE SECTIONS B SHEET NUMBER P301 A 8 1 9 1 10 1 1 1 © 2021 DEMBLING + DEMBLING ARCHITECTS, P-C. 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 N ° p o 3" FIRE SERVICE---,,DCVA o" CONTINUED BY '*`-3" DOMESTIC ARCH IT E C T S , P.C. FIRE PROTECTION WATER SERVICE REFER TO PLANS CONTRACTOR nn FOR CONTINUATION LJllL H�UEC7UID)E Qa M HJfEMDOGD3 ° 6 RPZ-1 MAIN BUILDING--� BUILDING WALL ° SHUT-OFF D O o . Q DUCTILE IRON 'P LA N IM� � S RISER 5' 2'-6" ° o FINISHED FLOOR MAXIMUM MINIMUM 3" RPZ BACKFLOW FINISHED ° ° PREVENTER .307 Washington Avenue GRADE o D ° e o 0 0 0 0 0 o v °FFr TJ - — FLOOR FINISHED PIPE SUPPORT-----*" Albany, New York 12206 USA ■ III—III=III—I—I 1=I 1=1 I i 1= 1=III=Ii' (T�rPICAL) http■//www.DDArch.com I P I WI 11 I- -1-1I-I I III—III=III=III III o I1=I I1- T: 518.463.8066 F: 518.463.8610 111-111=1 11—I 1=1 I-11 I-1 - ° o III-1 I I— 5' MINIMUM —'= I —III==1 I— =III— PROJECT TITLE COVER STEEL RODS COATED ° DUCTILE IRON 3°' COMBINED OVER WITH ASPHALTUM SHORT SWEEP WATER SERVICE PIPING o CAPE COD INFLATABLE THRUST BLOCK AR FROM SLEEVE ° K SUPPLY ° D DETAIL NOTES: RESTROOM BUILDING K MAIN I ° ° I I 1=1 11- A. PROVIDE PROPER SUPPORTS FOR BACKFLOW PREVENTERS, WATER METER AND PIPING. ° o ° D_110III 512 MAIN STREET III —III —I B. PROVIDE 8" CLEARANCE BEHIND BACKFLOW PREVENTERS,1'-0" ABOVE AND 2'-6" CLEARANCE IN FRONT OF DEVICES. I WEST YARMOUTH, MA 02673 o ° III —III C. THE INSTALLATION OF FIXED AIR GAP FITTINGS ARE NOT ACCEPTABLE FOR USE ON WHEN THIS PIECE 1" TO 3" ° . ° ° ° p ° p P ° , ° "III-111= DRAIN LINES. PROVIDE FUNNEL DRAINS AS INDICATED. ° I-111-11 EXCEEDS 12', WATERPROOF ° I I °_ 111—I I - D. PAINT SUPPORTS WITH ONE (1) PRIMER AND TWO (2) FINISH COATS OF COLOR AS SPECIFIED. STRAPS MAY BE MASTIC (1=1 I —I 11=1 I E H I-111-1 RUN ONLY TO FIRST =III I 1=1jT1 —III—III III —III E. PROVIDE FIXED PLATFORM SHOULD THE UPPER BACKFLOW PREVENTER BE INSTALLED J J OUTSIDE JOINT —III—III—I 1=1—I —" HIGHER THAN 5'-0" ABOVE FINISHED FLOOR. HEIGHT OF UPPER BACKFLOW PREVENTER FROM TOP OF PLATFORM SHALL NOT EXCEED 5'-0". ENGiNEERiNG MechanicaUElectrical Engineering Consultants F- HEAT AND LIGHT ARE PROVIDED IN THE AREA OF THE BACKFLOW PREVENTERS. Capital District I Rochester I Buffalo I Syracuse 433 STATE STREET, SUITE 410 rmaaz+azzs 518.533.2171 DETAIL NOTE: G. PROVIDE SPOOL PIECES AT INLET AND OUTLET OF METER AS RECOMMENDED BY SCHENECTADY NY 12305 www.meengineering—m A. ROD IN COMPLIANCE WITH AMERICA WATER WORKS ASSOCIATION STANDARDS. METER MANUFACTURER. H1 WATER SERVICE DETAIL H5 DOMESTIC WATER SERVICE ENTRANCE DETAIL G B NOT TO SCALE NOT TO SCALE DDA PROJECT #21-008 G G THERMAL EXP. TANK AMTROL DIAPHRAGM TYPE O LIV VACUUM BREAKER, r MECHANICAL ENGINEER � E WATTS LN36 NOr 54230 MOP HANGER BALL VALVE °� G sTtR�° /ONAI.G oR. UNION — — 1 `� I Stamp SSUED T&P RELIEF VALVE L - — - - — — — — — — — — J BLOCKING SYMe CONSTRUCTION FOR DATE IN WALL, °° °a000° CONSTRUCTION DOCUMENTS 3/01 /22 TYP. °o°°°° SPOUT BRACE °°°°°oao o a ° o °°°ooa E PROVIDE TEE & REDUCER J E FUNNEL FOR T&P RELIEF WITH — — — — MOP BASIN FAUCET, PLANT VIEW AIR BREAK AT CONNECTION CENTER OVER VENT: FIXTURE RISE CONCEALED IN WALL/CHASE. SIZE PER PLANS. HOSE & HOSE HOOK I FLOOR DRAIN TOP OF STINER D — — � WITH FINISHED FLOOR SH D1 DRAIN, EXTEND TO MOP SINK BELOW. RIM GUARD / FINISHED FLOOR DRAIN PAN ALUMINUM, 2" SEAL TO FLOOR AND WALL DEEP MINIMUM WITH DRAIN AT ALL JOINTS CONNECTION 2"MOP BASIN o, o, WATER HEATER SHELF G MOP SINK 3" G SANITARY PIPING, FINISHED FLOOR SIZE PER PLANS DETAIL NOTES: TRAP GUARD A. PROVIDE RIM GUARDS ON ALL EXPOSED MOP BASIN EDGES FITTING Drawn Project Manager P.I.C. i B. SERVICE SINK FAUCET SHALL HAVE VACUUM BREAKER, PAIL HOOK, SPOUT BRACE, 3/4" HOSE THREAD OUTLET fV1 C B AB M K S C. PROVIDE OPTIONS: DETAIL NOTES: SHEET TITLE B B DETAIL NOTES: 1. 5' LONG RUBBER HOSE, f' FITTING WITH HOSE HOOK 2. MOP HANGER, 3' WIDE, S.S., WITH 3 RUBBER TOOL GRIPS A. PROVIDE TRAP GUARD FITTING. A. P.C. IS RESPONSIBLE FOR FINAL CONNECTIONS B. SEE SPECIFICATIONS FOR: B. RELIEF VALVE SHALL NOT DRAIN TO PAN GRATE PATTERN - ROUND, SQUARE DETAILS C. THIS DETAIL IS GENERIC. WATER HEATER MFRS. INSTRUCTIONS ARE C. SEE ARCHITECTURAL PLANS FOR FLOOR FINISHES AND SLOPES TO BE FOLLOWED WHERE THEY DIFFER FROM THESE INSTRUCTIONS. D. OPTIONAL: HOLDRITE WATER HEATER SHELF 40-SWHP-W, 20 GAL. MAX. D. DESIGN BASIS: J.R. SMITH # 2010-A WALL OR CLG. MTD., 1" DRAIN CONNECTION ROUND OR SQUARE TOP, NICKEL BRONZE RIM AND ADJUSTABLE STRAINER a SHEET NUMBER A Al2 FLOOR DRAIN DETAIL P501 A5 Al SMALL WATER HEATER PIPING DETAIL MOP BASIN DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE 1 � 3 4 5 6 7 8 Q 1 0 1 1 1 2 1 3 1 4 1� I © 2021 DEMBLING + DEMBLING ARCHITECTS. P.C. J i 2 3 4 5 6 7 8 j 9 10 1 1 � 12 13 14 15 K M L K J H G E E D C BI AI GENERAL NOTES (APPLY TO ALL DRAWINGS): A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES TO PERFORM ALL OPERATIONS REQUIRED FOR THE COMPLETE INSTALLATION AND RELATED WORK AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. ELECTRIC EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. B. PROVIDE ALL ELECTRICAL EQUIPMENT CONNECTIONS. C. PROVIDE ALL REQUIRED SUPPORTS AND ACCESSORIES. D. PROVIDE ALL WORK IN COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE (NEC) AND THE LATEST EDITION OF THE: 1. BUILDING CODE OF MASSACHUSETTS STATE 2. ENERGY CONSERVATION CONSTRUCTION CODE OF MASSACHUSETTS STATE 3. OSHA REQUIREMENTS 4. LOCAL MUNICIPAL ORDINANCES AND CODES 5. AUTHORITY HAVING JURISDICTION (AHJ) 6. SERVING UTILITY COMPANIES E. PROVIDE ELECTRICAL INSPECTION CERTIFICATE FROM INSPECTION AGENCY RECOGNIZED AS ACCEPTABLE FROM THE AHJ. F. ALL RECEPTACLES INDICATED AS GFI TYPE MUST BE A GFI RECEPTACLE. CONNECTING NORMAL RECEPTACLES DOWNSTREAM OF ONE GFI RECEPTACLE IS NOT ACCEPTABLE PROVIDE TEMPORARY ELECTRICAL SERVICE IN SIZES TO ACCOMMODATE CONSTRUCTION WHERE REQUIRED. G. REPAIR OR REPLACE ALL DEFECTS IN MATERIAL OR WORKMANSHIP WITHIN ONE YEAR OF CONSTRUCTION CLOSE OUT DATE AT NO ADDITIONAL COST TO THE OWNER. H. PERFORM ALL OPERATIONS REQUIRED FOR A COMPLETE SYSTEM TEST. PRIOR TO CLOSE OUT DATE SUBMIT ALL SATISFACTORY SYSTEM TEST RESULTS FOR RECORD. J. SUBMITTALS: 1. ALL ITEMS OF EQUIPMENT AND MATERIALS PROVIDED SHALL BE SUBMITTED FOR ENGINEERING REVIEW. 2. SUBMIT A MINIMUM OF THREE COPIES OF SHOP DRAWINGS/PRODUCT DATA INFORMATION. K. CONTRACTOR IS HERE BY CAUTIONED THAT ELECTRIC POWER CHARACTERISTICS (VOLTAGE, PHASE, HORSEPOWER, AMPERAGE, ETC.) OF EQUIPMENT IS BASED ON AVAILABLE INFORMATION AT THE TIME OF PROJECT DESIGN. CONTRACTOR MUST VERIFY CHARACTERISTICS FOR EACH PIECE OF NEW EQUIPMENT PRIOR TO ORDERING ELECTRICAL EQUIPMENT. INDICATE VERIFICATION ON SUBMITTALS. L. LOCATIONS INDICATED FOR LIGHTING FIXTURES ARE APPROXIMATE. LOCATE FIXTURES AS REQUIRED TO AVOID INTERFERENCE WITH BUILDING STEEL, PIPING, DUCTWORK, CONDUIT, DIFFUSERS, GRILLES, SPEAKERS, SMOKE DETECTORS, ETC. FIELD COORDINATE EXACT LOCATIONS AS NEAR AS POSSIBLE TO THE LOCATION INDICATED. VERIFY COMPLIANCE WITH NEC ARTICLE 410.16 FOR INSTALLATION OF LIGHT FIXTURES IN CLOTHES CLOSETS, PRIOR TO ROUGH -IN. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS. M. EXACT LOCATIONS OF CEILING MOUNTED SMOKE DETECTORS, EXIT SIGNS, ETC. SHALL BE COORDINATED WITH OTHER CEILING MOUNTED EQUIPMENT TO AVOID CONFLICT. LOCATE DEVICES AS NEAR AS POSSIBLE TO THE LOCATION INDICATED. FIRE ALARM SMOKE AND HEAT DETECTORS SHALL BE LOCATED T-0 MINIMUM FROM HVAC DIFFUSERS, REGISTERS, GRILLES, ETC. SMOKE DETECTORS AT SMOKE DOORS MUST BE INSTALLED WITHIN 5'-0 OF THE DOORS (REFER TO NFPA 72). N. ALL NEW CIRCUITING SHALL BE CONCEALED (EXCEPT IN UNFINISHED SPACES). PROVIDE ALL CUTTING AND PATCHING AS REQUIRED. O. CONTRACTOR SHALL REVIEW ALL TRADES' CONTRACT DOCUMENTS TO DETERMINE SPECIFIC MOUNTING LOCATIONS FOR ELECTRICAL EQUIPMENT. COORDINATE EXACT MOUNTING LOCATIONS WITH THE ARCHITECT AND OTHER CONTRACTORS. REFER TO ARCHITECTURAL PLANS FOR CASEWORK LAYOUT, ELEVATIONS, ETC. COORDINATE WITH LOCATIONS OF ELECTRICAL DEVICES AND OUTLETS P. EXACT LOCATION OF MECHANICAL AND PLUMBING EQUIPMENT THAT REQUIRE ELECTRICAL CONNECTIONS ARE SHOWN ON THE MECHANICAL AND PLUMBING DRAWINGS. Q. PROVIDE CONDUIT/WIRING (CIRCUITING) AND REQUIRED CONNECTIONS TO ALL DEVICES/ EQUIPMENT. CONNECT TO CIRCUIT(S) AS INDICATED. R. COORDINATE ALL WORK WITH OTHER TRADES; REFER TO ARCHITECTURAL DRAWINGS FOR COORDINATING LOCATIONS. S. SLEEVE AND SEAL ALL WALL AND FLOOR PENETRATIONS. PROVIDE APPROPRIATE FIRE STOPPING FOR ALL PENETRATIONS. T. SHARED NEUTRAL SHALL NOT BE ALLOWED ON ANY BRANCH CIRCUITS. MAINTAIN SERVICE CLEARANCES OF ALL EQUIPMENT. ADVISE OTHER TRADES OF SERVICE CLEARANCES AND ENSURE NO SERVICES OR TRADES RUN THROUGH SERVICE AREA. U. ALL WIRING INDICATED ON PLANS IS TO BE COPPER WIRING UNLESS OTHERWISE NOTED. V. REFER TO ONE -LINE DIAGRAM. RATINGS TO MATCH THE RATING OF THE WALL/CEILING. UTILIZE FIRE RATED PUDDY PADS IN THESE LOCATIONS. W. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING OF RECEPTACLES IN AND NEAR ALL MILLWORK AND CABINETRY. X. THE CONTRACTOR MUST FOLLOW FEDERAL AND STATE ELECTRICAL SAFETY PRACTICE INCLUDING LOCK OUT TAG OUT (LOTO). THE CONTRACTOR MUST AFFIX THEIR COMPANY'S INDIVIDUAL LOTO LOCKS AND TAGS TO CONTROL HAZARDOUS ENERGIES AND TO PREVENT INJURIES. Y. PROVIDE TEMPORARY ELECTRICAL SERVICE IN SIZES TO ACCOMMODATE ABBREVIATIONS ABBREV. DESCRIPTION A AMPERE AC MOUNTED ABOVE COUNTER HEIGHT AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AIC AMPERE INTERUPTING CURRENT AL ALUMINUM ASD ADJUSTABLE SPEED DRIVE AWG AMERICAN WIRE GAUGE C CONDUIT CU COPPER EC ELECTRICAL CONTRACTOR/TRADE FACP FIRE ALARM CONTROL PANEL G GROUND GC GENERAL CONTRACTOR/TRADE GFCl/GFI GROUND FAULT CIRCUIT INTERRUPTER HH HAND HOLE HP HORSE POWER HVAC HEATING, VENTILATION & AIR CONDITIONING CONTRACTOR/TRADE JB JUNCTION BOX KV KILOVOLT KVA KILOVOLT AMPERES KW KILOWATT LED LIGHT EMITTING DIODE MCB MAIN CIRCUIT BREAKER MLO MAIN LUG ONLY NA NOT APPLICABLE NEC NATIONAL ELECTRIC CODE NIC NOT IN CONTRACT NTS NOT TO SCALE P POLE SPEC SPECIFICATION TYP TYPICAL UC MOUNTED UNDER COUNTER HEIGHT UL UNDERWRITER'S LABORATORY V VOLT W WIRE/WATT WP WEATHERPROOF CEILING BASIC MATERIALS AND METHODS qp HEAVY SOLID IS NEW OREFERENCE TO DRAWING NOTE DUPLEX RECEPTACLE, 20 AMP, 125 VOLT SUBSCRIPTS INDICATE TYPE: AC - ABOVE THE COUNTER UC - UNDER THE COUNTER WP - WEATHER PROOF GFI —GROUND FAULT INTERRUPTER QUAD RECEPTACLE 20 AMP, 125 VOLT TOGGLE SWITCH, VOLTAGE AS INDICATED ON FIXTURE SCHEDULE, SUBSCRIPTS INDICATE TYPE: Sa,b,c 3 - THREE WAY SWITCH 4 - FOUR WAY SWITCH LV - LOW VOLTAGE, MOMENTARY CONTACT OS - OCCUPANCY SENSOR VS - VACANCY SENSOR a,b,c - SWITCHING DESIGNATIONS NUMBER OF LETTERS EQUALS NO. OF GANGED SWITCHES OS CEILING MOUNTED OCCUPANCY SENSOR, WHEATHERPROOF TC TIMECLOCK HH HAND HOLE HD HAND DRYER LUMINAIRES CEILING MOUNTED LUMINARIE. UPPERCASE LETTERS ❑ 0 INDICATE FIXTURE TYPE ON LUMINAIRE SCHEDULE, LOWER CASE LETTER INDICATE LIGHTING ZONE E n n 'x' WALL MOUNTED LUMINARIE. UPPERCASE LETTERS Y INDICATE FIXTURE TYPE ON LUMINAIRE SCHEDULE, LOWER CASE LETTER INDICATE LIGHTING ZONE LUMINAIRE WALL MOUNTED EMERGENCY LUMINAIRE WITH BATTERY PACK (81 CEILING MOUNTED EXIT LUMINAIRE WALL MOUNTED EXIT LUMINAIRE FIRE ALARM TS TAMPER SWITCH FS FLOW SWITCH ONE LINE DIAGRAM SYMBOLS THERMAL MAGNETIC MOLDED CASE CIRCUIT BREAKER TRANSFORMER, SIZE AND TYPE AS INDICATED y GROUND CONNECTION 0 FEEDER DESIGNATION. REFER TO FEEDER SCHEDULE PANELBOARD SYMBOL PANEL NAME PHASE, AMPACITY, AND MLO/MCB CB-1 �.---A. MLO POWER DISTRIBUTION AND CONTROL ® 208Y/120 VOLT PANELBOARD. EQUIPMENT CONNECTION, REFER TO ELECTRIC EQUIPMENT AND CONTROL SCHEDULE FOR M DESCRIPTION. LETTERS AND NUMBERS INDICATE "ITEM DESIGNATION" ON THE SCHEDULE. BRANCH CIRCUITING IDENTIFICATION CIRCUIT DESIGNATION C1:3 a SWITCH LEG A NL NIGHT LIGHT FIXTURE TYPE CIRCUIT DESIGNATION 42" 3 CENTER OF DEVICE BOX AFF & MISC INFO ITEM DESIGNATION, SEE ELECTRICAL EQUIPMENT AND CONTROL (M) EF-1 SCHEDULE FOR CONNECTION AND CIRCUIT DESIGNATION NOTES: INFORMATION. 1. TYPICAL FOR ALL FIXTURES DEVICES & EQUIPMENT. 2. PANEL DESIGNATION WILL BE REFERENCED BY DRAWING NOTE FOR INDIVIDUAL ROOMS. SEE DRAWING NOTES ON EACH PLAN DRAWING. ENTIRE LENS SHALL BE MINIMUM 80" AFF AND NOT GREATER THAN 96" AFF. WHERE NOT PERMITTED BY CEILING HEIGHT DEVICE SHALL BE MOUNTED WITHIN 6" OF THE CEILING. HORN/LIGHT SAFETY SWITCH OR LENS ON TOP EXIT STARTER EMERGENCY BATTERY UNIT WALL DIVIDED WITH LIGHT HEADS PHONE SURFACE RACEWAY COORDINAT EXACTMOUNTING LIGHT PULLSTATION HEIGHT WITH OWNER SWITCH ° T-6" Llo0 00 00 00 00 0 ABOVE 6'-7" MAX. TO ® :DOOR HIGHEST SWITCH T-10" � FINISHED o3'-8" FLOOR f RECEPTACLE DETAIL NOTES: 1. MOUNTING HEIGHTS TO CENTER OF OUTLETS UNLESS OTHERWISE NOTED. IN MASONRY CONSTRUCTION THE ABOVE MOUNTING HEIGHTS SHALL BE USED FOR REFERENCE TO NEAREST BLOCK OR BRICK COURSING. 2. THE ABOVE MOUNTING HEIGHTS SHALL BE ADHERED TO UNLESS SPECIFICALLY NOTED OR DETAILED OTHERWISE ON THE DRAWINGS, OR DIRECTED BY THE OWNER OR ARCHITECT. A9 TYPICAL NONE 9 MOUNTING HEIGHTS 9 i ARCH ITECTS, P.C. A1_D_1CMffFCUU1_D1F p�a�l�O�C� 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK RESTROOM BUILDING 512 MAIN STREET WEST YARMOUTH, MA 02673 ENG,NEERiNG WchanicollE'ectrical EngineeringCoosuttants I""i i G:,ffi,Y i FO.,ft SfP.i I BUf£ - I sy,Hcu,9 4 i TC "TRF T WITE 410 S 18 53 -.2 T, OFF o� JAMES yv, C'HATELLE 'v ELECTRICAL C-04) No. 48529 � !ST Est 3 tl 2 DDA PIRJECT #21-008 Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn CJE Project Manager BAB P.I.C. S/ZE SHEET TITLE ELECTRICAL LEGEND, ABBREVIATIONS AND NOTES SHEET NUMBER EOOO K J H G E E D C B A 1 2 3 4 5 6 7 8 10 T 1 15 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.0 1 1 12 13 14 2 3 4 5 6 7 8 9 10 12 13 14 15 PART GENERAL 1.1 DESCRIPTION N A. PROVIDE A COMPLETE DISTRIBUTION SYSTEM AS INDICATED ON THE CONTRACT DOCUMENTS AND AS SPECIFIED HEREIN. 1.2 QUALITY ASSURANCE A. ALL METHODS OF CONSTRUCTION, DETAILS OF WORKMANSHIP, THAT ARE NOT SPECIFICALLY DESCRIBED OR INDICATED IN THE CONTRACT DOCUMENTS, SHALL BE SUBJECT TO THE CONTROL AND APPROVAL OF THE OWNER'S REPRESENTATIVE. EQUIPMENT AND MATERIALS SHALL BE OF THE QUALITY AND MANUFACTURE INDICATED IN THEIR RESPECTIVE SECTIONS OF THE SPECIFICATIONS. THE EQUIPMENT SPECIFIED IS BASED UPON THE ACCEPTABLE MANUFACTURERS LISTED. EQUIPMENT M TYPES, DEVICE RATINGS, DIMENSIONS, ETC., CORRESPOND TO THE NOMENCLATURE DICTATED BY THOSE MANUFACTURERS. WHERE "OR EQUAL" IS STATED, EQUIPMENT SHALL BE EQUIVALENT IN EVERY WAY TO THAT OF THE EQUIPMENT SPECIFIED AND SUBJECT TO APPROVAL. ALL EQUIPMENT SHALL BE TESTED AT THE FACTORY. UNLESS SPECIFIED ELSEWHERE, STANDARD FACTORY INSPECTION AND OPERATIONAL TESTS WILL BE ACCEPTABLE. B. INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA-70 (NATIONAL ELECTRICAL CODE), NATIONAL ELECTRICAL SAFETY CODE (NESC), STATE CODES, LOCAL CODES, AND REQUIREMENTS OF AUTHORITY HAVING JURISDICTION. C. EQUIPMENT SHALL BE DESIGNED, MANUFACTURED, ASSEMBLED, AND TESTED IN L ACCORDANCE WITH THE LATEST REVISIONS OF APPLICABLE PUBLISHED ANSI, NEMA, UL AND IEEE STANDARDS. 1.3 SUBMITTALS A. SUBMIT THE FOLLOWING PRODUCT DATA/INFORMATION: 1. MANUFACTURER AND EQUIPMENT TYPE. 2. STANDARD CATALOG INFORMATION SHEET. 3. DETAILED SHOP DRAWINGS INDICATING PLAN, ELEVATION, END AND K ISOMETRIC VIEWS. TOP AND BOTTOM CONDUIT AREAS SHALL BE CLEARLY SHOWN AND DIMENSIONED ON THE DRAWINGS. 4, SINGLE -LINE DIAGRAM. 5. COMPLETE BILL OF MATERIALS. 6. ALL RELEVANT RATINGS INCLUDING, BUT NOT LIMITED TO, VOLTAGE, CURRENT, INTERRUPTING AND WITHSTAND. 7. OVERCURRENT DEVICE INFORMATION. J 8. SUBMIT AVAILABLE AND FINAL SETTINGS, PROGRAMMING AND ADJUSTMENTS. B. SUBMIT PRODUCT DATA AND INFORMATION FOR THE FOLLOWING EQUIPMENT, MATERIALS, PRODUCTS, ETC.: 1. DRY TYPE TRANSFORMER(S) INCLUDING SHIELDED AND LINEAR LOAD TRANSFORMER(S). 2. DISTRIBUTION AND BRANCH CIRCUIT PANELBOARDS. 3. DISCONNECT SWITCHES. H 1.4 WARRANTY A. PROVIDE FULL SYSTEM WARRANTY (LABOR, TRAVEL, EQUIPMENT, ETC.) IN ACCORDANCE WITH DIVISION 1 AND A MINIMUM OF ONE (1) YEAR FROM ACCEPTANCE. PART PRODUCTS GI F EI DI GI B A 2.1 MATERIALS A. DRY -TYPE TRANSFORMERS: 1. TRANSFORMERS TO BE SELF -COOLED VENTILATED DRY TYPE. TRANSFORMERS THAT REQUIRE INTERNAL OR EXTERNAL FAN ASSISTED FORCED AIR COOLING TO OBTAIN AMBIENT AIR (AA) RATED KVA ARE NOT ACCEPTABLE. TRANSFORMERS 15 KVA AND LESS SHALL HAVE 185C INSULATION SYSTEM AND SHALL BE DESIGNED NOT -TO -EXCEED 115C RISE ABOVE 40C AMBIENT. TRANSFORMERS 30 KVA AND HIGHER SHALL HAVE 220C INSULATION SYSTEM AND SHALL BE DESIGNED NOT -TO -EXCEED 150C RISE ABOVE 40C AMBIENT. INSULATION SYSTEMS SHALL BE U.L. LISTED. CORES SHALL BE MANUFACTURED FROM A HIGH-GRADE, NON -AGING, SILICON STEEL WITH HIGH MAGNETIC PERMEABILITY, LOW HYSTERESIS AND EDDY CURRENT LOSSES, AND SHALL BE CLAMPED WITH STRUCTURAL ANGLES AND BOLTED TO THE ENCLOSURE TO PREVENT DAMAGE DURING SHIPMENT OR ROUGH HANDLING. REMOVE CLAMPING AFTER INSTALLATION. COILS SHALL BE COPPER, VACUUM IMPREGNATED WITH NON-HYDROSCOPIC THERMOSETTING VARNISH AND SHALL HAVE A FINAL WRAP OF ELECTRICAL INSULATING MATERIAL DESIGNED TO PREVENT INJURY TO THE MAGNET WIRE. TRANSFORMERS HAVING COILS WITH MAGNET WIRE VISIBLE WILL NOT BE ACCEPTABLE. 30 KVA, AND LARGER, FLOOR MOUNTED. UNDER 30 KVA, WALL MOUNTED. PROVIDE MASON TYPE ND, KORFUND OR VIBREX VIBRATION ISOLATION DEVICES FOR EACH TRANSFORMER. 2. RATINGS: SHALL BE AS INDICATED ON THE "TRANSFORMER SCHEDULE" OR AS NOTED ON THE DRAWINGS. IEEE #C57, NEMA AND US GOVERNMENT REQUIREMENTS SHALL APPLY. THE TRANSFORMER EFFICIENCIES SHALL MEET OR EXCEED THE REQUIREMENTS MASSACHUSETTS STATE AND THE US DEPARTMENT OF ENERGY. 3. FOR TRANSFORMERS UP TO 300 KVA, PROVIDE WITH 6-2-1/2% FULL CAPACITY TAPS, 2-FCAN (FOR CONNECTIONS ABOVE NAMEPLATE) AND 4-FCBN (FOR CONNECTIONS BELOW NAMEPLATE). FOR TRANSFORMERS ABOVE 300 KVA, PROVIDE 4-2-1/2% FULLY RATED TAPS, 2-FCAN AND 2-FCBN. 4. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH CONTRACT DOCUMENTS, THE FOLLOWING MANUFACTURERS ARE ACCEPTABLE: a. SQUARE D b. EATON CORPORATION c. GENERAL ELECTRIC BY ABB d. ACME e. HEAVY-DUTY f. HOWARD B. DISTRIBUTION PANELBOARDS (NOMINAL 600 VOLT): 1. PROVIDE DISTRIBUTION PANELBOARDS AS INDICATED IN THE "PANELBOARD SCHEDULE" AND AS LOCATED ON THE DRAWINGS. PANELBOARDS SHALL BE EQUIPPED WITH QUICK MAKE/QUICK BREAK THERMAL MAGNETIC, MOLDED CASE CIRCUIT BREAKERS AS SCHEDULED. SHALL BE NRTL LISTED FOR USE AS SERVICE ENTRANCE EQUIPMENT WHERE USED AT THE SERVICE ENTRANCE. 2. PANELBOARD BUSSING AND LUGS SHALL BE COPPER. PROVIDE GROUNDING BUS IN EACH PANELBOARD, SECURELY BONDED TO THE BOX. PANELBOARD BUS STRUCTURE, MAIN LUGS, AND MAIN BREAKER SHALL HAVE CURRENT RATINGS AS INDICATED. SUCH RATINGS SHALL BE ESTABLISHED BY HEAT RISE TESTS WITH MAXIMUM HOT SPOT TEMPERATURE ON ANY CONNECTOR OR BUS BAR NOT TO EXCEED 50C RISE ABOVE AMBIENT. 3. CIRCUIT BREAKERS SHALL BE EQUIPPED WITH INDIVIDUALLY INSULATED, BRACED AND PROTECTED CONNECTORS. LARGE PERMANENT, INDIVIDUAL CIRCUIT NUMBERS SHALL BE AFFIXED TO EACH BREAKER IN A UNIFORM POSITION. TRIPPED INDICATION SHALL BE CLEARLY SHOWN BY THE BREAKER HANDLE TAKING A POSITION BETWEEN "ON" AND "OFF". PROVISIONS FOR ADDITIONAL BREAKERS SHALL BE SUCH THAT NO ADDITIONAL CONNECTORS WILL BE REQUIRED TO ADD BREAKERS. 4. EACH PANELBOARD, AS A COMPLETE UNIT SHALL HAVE A SHORT CIRCUIT RATING EQUAL TO OR GREATER THAN THE RATING SHOWN ON THE PANELBOARD SCHEDULE. ALL PANELBOARDS SHALL BE FULLY RATED. "SERIES RATINGS" ARE NOT ACCEPTABLE. THE USE OF SERIES RATING OF PANELBOARDS FOR SHORT CIRCUIT RATING IS NOT ACCEPTABLE. RIGIDITY AND GAUGE OF STEEL TO BE AS SPECIFIED IN UL STANDARD 50 FOR CABINETS. THE SIZE OF WIRING GUTTERS SHALL BE IN ACCORDANCE WITH UL STANDARD 67. CABINETS SHALL BE EQUIPPED WITH LOCKS AND ALL LOCKS SHALL BE KEYED ALIKE. END WALLS SHALL BE REMOVABLE. FRONTS SHALL BE OF CODE GAUGE, FULL -FINISHED STEEL WITH RUST -INHIBITING PRIMER AND BAKED ENAMEL FINISH. 6. THE PANELBOARD INTERIOR ASSEMBLY SHALL BE DEAD FRONT WITH PANELBOARD FRONT REMOVED. PANELBOARD FRONT SHALL BE DOOR IN DOOR CONSTRUCTION WITH FULL LENGTH PIANO -HINGE. MAIN LUGS OR MAIN BREAKERS SHALL BE BARRIERED ON FIVE (5) SIDES. THE END OF THE BUS STRUCTURE OPPOSITE THE MAINS SHALL BE BARRIERED. 7. PANELBOARDS SHALL BE UL LISTED FOR USE INTENDED. 8. RATINGS SHALL BE AS INDICATED IN THE CONTRACT DOCUMENTS. 9. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH CONTRACT DOCUMENTS, 3.1 THE FOLLOWING MANUFACTURERS ARE ACCEPTABLE: a. SQUARE D "I -LINE". b. EATON CORPORATION "PRL3". C. GENERAL ELECTRIC BY ABB RELIAGEAR "NEXT". d. SIEMENS. C. BRANCH CIRCUIT PANELBOARDS (480Y/277 VOLT, 208Y/120 VOLT): 1. PROVIDE BRANCH CIRCUIT PANELBOARD AS INDICATED IN THE "PANELBOARD SCHEDULE" AND AS LOCATED ON THE DRAWINGS. PANELBOARDS SHALL BE EQUIPPED WITH QUICK MAKE/QUICK BREAK THERMAL -MAGNETIC, MOLDED CASE CIRCUIT BREAKERS AS SCHEDULED. SHALL BE NRTL LISTED FOR USE AS SERVICE ENTRANCE EQUIPMENT WHERE USED AT THE SERVICE ENTRANCE. 2. PANELBOARD BUSSING AND LUGS SHALL BE COPPER. PROVIDE GROUNDING BUS IN EACH PANELBOARD, SECURELY BONDED TO THE BOX. PANELBOARD BUS STRUCTURE AND MAIN LUGS OR MAIN CIRCUIT BREAKER SHALL HAVE CURRENT RATINGS AS INDICATED. SUCH RATINGS SHALL BE ESTABLISHED BY HEAT RISE TESTS, CONDUCTED IN ACCORDANCE WITH UL STANDARD 67. 3. PROVISIONS FOR ADDITIONAL CIRCUIT BREAKERS SHALL BE SUCH THAT FIELD ADDITION OF CONNECTORS OR MOUNTING HARDWARE WILL NOT BE REQUIRED TO ADD CIRCUIT BREAKERS TO THE PANELBOARD. BUS CONNECTIONS SHALL BE BOLT -ON. 4. EACH PANELBOARD, AS A COMPLETE UNIT, SHALL HAVE A SHORT CIRCUIT CURRENT RATING EQUAL TO OR GREATER THAN THE RATING SHOWN ON THE PANELBOARD SCHEDULE OR ON THE PLANS. ALL PANELBOARDS SHALL BE FULLY RATED. "SERIES RATINGS" ARE NOT ACCEPTABLE, REDUCING BREAKER RATINGS ON THE BASIS OF SERIES RATING IS NOT ACCEPTABLE. 5. THE PANELBOARD BUS ASSEMBLY SHALL BE ENCLOSED IN A STEEL CABINET. THE RIGIDITY AND GAUGE OF STEEL TO BE SPECIFIED IN UL STANDARD 50 CABINETS. WIRING GUTTER SPACE SHALL BE IN ACCORDANCE WITH UL STANDARD 67 FOR PANELBOARDS. EACH FRONT SHALL INCLUDE A DOOR AND HAVE A FLUSH, STAINLESS STEEL, CYLINDER TYPE LOCK WITH CATCH AND SPRING -LOADED DOOR PULL. ALL PANELBOARD LOCKS SHALL BE KEYED ALIKE. DOORS SHALL BE MOUNTED BY COMPLETELY CONCEALED STEEL HINGES. A CIRCUIT DIRECTORY FRAME AND CARD WITH A CLEAR PLASTIC COVERING SHALL BE PROVIDED ON THE INSIDE OF THE DOOR. FRONTS SHALL BE OF CODE GAUGE, FULL -FINISHED STEEL WITH RUST INHIBITING IRON PHOSPHATE SEALER AND BAKED ENAMEL FINISH. MINIMUM BOX WIDTH SHALL 3.2 BE 20 IN. PROVIDE DOOR -IN -DOOR CONSTRUCTION 6. PANELBOARDS WITH MAIN CIRCUIT BREAKER SHALL HAVE INHERENT AND LISTED COORDINATION OF THE MAIN AND BRANCH CIRCUIT BREAKERS. 7. RATINGS SHALL BE AS INDICTED ON THE PANELBOARD SCHEDULE. 8. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH CONTRACT DOCUMENTS, THE FOLLOWING MANUFACTURERS ARE ACCEPTABLE: a. 480Y/277 VOLT: 1) SQUARE D "NF". 2) EATON CORPORATION "PRL2". 3) GENERAL ELECTRIC BY ABB RELIAGEAR "RE" OR "RS". 4) SIEMENS. b. 208Y/120 VOLT: 1) SQUARE D "NQ". 2) EATON CORPORATION "PRL1". 3) GENERAL ELECTRIC BY ABB RELIAGEAR "RQ". 4) SIEMENS. D. CIRCUIT BREAKERS: 1. CIRCUIT BREAKERS BELOW 400 AMP FRAME SHALL BE MOLDED CASE WITH INVERSE TIME AND INSTANTANEOUS TRIPPING FUNCTIONS, UNLESS INDICATED OTHERWISE IN CONTRACT DOCUMENTS. 3.3 2. CIRCUIT BREAKERS 400 AMP FRAME AND ABOVE SHALL BE [100% RATED AND] EQUIPPED WITH ADJUSTABLE SOLID STATE TRIP UNITS WITH FRONT ADJUSTABLE SHORT TIME, SHORT TIME DELAY, LONG TIME, LONG TIME DELAY AND INSTANTANEOUS TRIP FUNCTIONS AS INDICATED. 3. LISTED COMBINATION OF COORDINATED CIRCUIT BREAKERS SHALL BE VERIFIED BY THE EQUIPMENT MANUFACTURER UTILIZING PUBLISHED DATA 3.4 SHEETS. CONFIRM LISTINGS SHALL BE SUBMITTED. 4. LUGS SHALL BE MECHANICAL, RATED FOR 60/75° AUCU. 5. BRANCH CIRCUIT BREAKERS SHALL BE QUICK -MAKE, QUICK -BREAK, THERMAL- 3.5 MAGNETIC AND TRIP INDICATING, AND MULTIPOLE BREAKERS SHALL HAVE COMMON TRIP. SINGLE POLE 15 AND 20 AMPERE CIRCUIT BREAKERS SHALL BE UL LISTED AS "SWITCHING BREAKERS" AT 120V AC OR 277 V AC AND CARRY THE SWD MARKING. END 6. GROUND -FAULT CIRCUIT BREAKERS SHALL BE QUICK -MAKE, QUICK -BREAK, THERMAL -MAGNETIC, 5 MILLIAMPERE GROUND FAULT SENSING AND TRIP T INDICATING, AND MULTIPOLE BREAKERS SHALL HAVE COMMON TRIP. THE GROUND FAULT CIRCUIT BREAKERS SHALL NOT OCCUPY ANY MORE SPACE THAN A STANDARD BREAKER OF THE SAME NUMBER OF POLES. 7. RATINGS SHALL BE AS INDICATED IN THE CONTRACT DOCUMENTS. 8. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH CONTRACT DOCUMENTS, THE FOLLOWING MANUFACTURERS ARE ACCEPTABLE: a. SQUARE D MICROLOGIC TRIP UNIT. b. EATON CORPORATION OPTIM 550 TRIP UNITS FOR CIRCUIT BREAKERS 400 - 1600 AMP FRAME OR RMS 610 TRIP UNITS FOR 2000 AMP FRAME TO 6000 AMP FRAME. C. GENERAL ELECTRIC SPECTRA RMS OR MICROVERSA TRIP UNIT. d. SIEMENS SENTRON SENSITRIP III TRIP UNIT. E. DISCONNECT SWITCHES: 1. SHALL BE HEAVY-DUTY TYPE THREE -POLE, WITH "QUICK MAKE/QUICK BREAK" OPERATING HANDLE MECHANICALLY INTERLOCKED WITH THE COVER, HORSEPOWER AND VOLTAGE RATED' TO MATCH EQUIPMENT SERVED. WHERE INDICATED SWITCHES SHALL BE PROVIDED WITH DUAL -ELEMENT, TIME DELAY, REJECTION TYPE FUSES. UNLESS OTHERWISE NOTED ON THE DRAWINGS, SWITCHES SHALL BE INSTALLED IN NEMA 1 FOR INDOOR USE, NEMA 3R FOR OUTDOOR USE. PROVIDE PROVISIONS FOR PADLOCKING IN THE "OFF" POSITION. PROVIDE NEUTRAL BAR IN SINGLE PHASE OR THREE PHASE, FOUR WIRE CIRCUITS, AND GROUND BAR IN ALL SWITCHES. PROVIDE AUXILIARY CONTACTS WHERE CALLED FOR. 2. ALL DISCONNECTS CONNECTED DOWNSTREAM OF ASD'S SHALL HAVE A NORMALLY OPEN AND NORMALLY CLOSED AUXILIARY CONTACTS WHICH SHALL BE WIRED TO THE ASD TO INDICATE DISCONNECT IS OPEN. 3. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH CONTRACT DOCUMENTS, F THE FOLLOWING MANUFACTURERS ARE ACCEPTABLE: a. SQUARE-D. b. CUTLER HAMMER. C. GENERAL ELECTRIC. d. SIEMENS. F. FUSES: 1. ALL FUSES RATED 600 VOLTS AND BELOW SHALL BE REJECTION TYPE DUAL - ELEMENT, TIME -DELAY TYPE. PROVIDE TWO (2) COMPLETE SETS OF FUSES FOR ALL FUSIBLE DEVICES. DELIVER SPARE FUSES TO THE OWNER AND OBTAIN RECEIPT. 2. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH CONTRACT DOCUMENTS, THE FOLLOWING MANUFACTURERS ARE ACCEPTABLE: a. FUSES 600 AMPERES AND BELOW: BUSSMAN TYPE FRS-R (600 VOLTS), BUSSMAN TYPE FRN-R (300 VOLTS) OR EQUIVALENT. b. FUSES RATED ABOVE 600 AMPERES: BUSSMAN TYPE KRP-C OR EQUIVALENT., PART 3 - EXECUTION INSTALLATION A. ALL EQUIPMENT SHALL BE GROUNDED PER THE NEC. B. ELECTRICAL DISTRIBUTION EQUIPMENT SHALL HAVE LUGS/TERMINATIONS SUITABLE FOR THE INDICATED CONDUCTOR SIZE. WHERE CONDUCTORS HAVE BEEN OVERSIZED FOR VOLTAGE DROP AND WHERE APPROVED BY THE ENGINEER IT SHALL BE ALLOWED TO REDUCE THE CONDUCTOR SIZE USING HYDRAULICALLY CRIMPLED SPLICE IN A BOX NEXT TO THE DISTRIBUTION EQUIPMENT TO ALLOW FOR STANDARD LUG TERMINATION. C. INSTALL DRY -TYPE TRANSFORMERS WITH ADEQUATE CLEARANCES FOR PROPER VENTILATION. BOLT FLOOR MOUNTED TRANSFORMER TO PAD. D. DISTRIBUTION SWITCHBOARDS, MOTOR CONTROL CENTERS AND FLOOR MOUNTED DRY -TYPE TRANSFORMERS SHALL BE MOUNTED ON 4 IN. HIGH CONCRETE PADS WHICH SHALL EXTEND 3 IN. ON ALL SIDES. SECURELY BOLT THE UNIT TO THE PADS FOR PROPER HORIZONTAL AND VERTICAL ALIGNMENT. E. COORDINATE TRANSFORMER PAD DIMENSIONS WITH TRANSFORMER MANUFACTURER'S REQUIREMENTS. COORDINATE TRANSFORMER PAD LOCATIONS, DIMENSIONS AND DETAILS WITH GENERAL CONTRACTOR. F. PROVIDE PAD LOCKABLE BRANCH CIRCUIT BREAKER DEVICE TO HOLD CIRCUIT BREAKER IN THE CLOSED POSITION, BUT NOT PREVENT OVERCURRENT PROTECTION, FOR ALL BRANCH CIRCUITS SERVING FIRE ALARM CONTROLS PANELS, EMERGENCY LIGHTING AND LIFE SAFETY BRANCH CIRCUITS, G. IDENTIFICATION: 1. IDENTIFY ALL ITEMS OF EQUIPMENT AS DESCRIBED IN SECTION 260501-3.1, IDENTIFICATION. IDENTIFICATION SHALL BE PROVIDED FOR SWITCHBOARDS, PANELBOARDS, TRANSFORMERS, ASD'S, MOTOR STARTERS, DISCONNECT SWITCHES, ENCLOSED CIRCUIT BREAKERS, SWITCHBOARD MAIN/DISTRIBUTION BREAKERS, MCC'S AUTOMATIC TRANSFER SWITCHES, UPS'S, GENERATORS, SURGE SUPPRESSION DEVICES, CONTROL PANELS, SWITCHGEAR, ETC. 2. SWITCHBOARDS, PANELBOARDS, MCC'S, SWITCHGEAR, ETC. SHALL HAVE A LABEL INDICATING NAME/TAG ID, FEEDER SOURCE, CONDUCTOR COLOR CONVENTION AND FOR SERVICE ENTRANCE LOCATIONS THE AVAILABLE SHORT CIRCUIT CURRENT. ELECTRICAL LOAD TEST A. CONDUCT A LOAD TEST PRIOR TO REQUEST FOR FINAL PAYMENT AND COMPLY WITH THE FOLLOWING: 1. ENERGIZE MAXIMUM NORMAL LIGHT AND POWER LOAD FOR A PERIOD OF TWO HOURS WHEN SCHEDULED. 2. RECORD VOLTAGE AT SERVICE AND AT EACH PANEL. 3. MEASURE CURRENT IN EACH PHASE OF ALL FEEDERS. 4. ADJUST TRANSFORMER TAPS AS DIRECTED BY ENGINEER AFTER REVIEW OF REPORT. SECTION 262913 - MOTOR CONTROLLERS PART 1 - GENERAL 1.1 DESCRIPTION A. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES AS REQUIRED FOR THE COMPLETE INSTALLATION AND FULL OPERATION OF SEPARATELY ENCLOSED, PREASSEMBLED, MOTOR CONTROLS, RATED 600V AND LESS. 1.2 DEFINITIONS A. ASD: ADJUSTABLE SPEED DRIVE MOTOR CONTROLLER. B. CPT: CONTROL POWER TRANSFORMER. C. DDC: DIRECT DIGITAL CONTROL. BUILDING MANAGEMENT/CONTROL SYSTEM. D. EMI: ELECTROMAGNETIC INTERFERENCE. E. PWM: PULSE WIDTH MODULATED. F. RFI: RADIO -FREQUENCY INTERFERENCE. 1.3 SUBMITTALS A. SUBMIT MANUFACTURER'S PRODUCT DATA FOR EACH TYPE AND RATING OF MOTOR CONTROLLER INDICATED. 1. INCLUDE DIMENSIONS, WEIGHTS, ENCLOSURE TYPES, RATING CAPACITIES, OPERATING CHARACTERISTICS, ELECTRICAL CHARACTERISTICS, FURNISHED SPECIALTIES AND ACCESSORIES, MOUNTING AND ATTACHMENT DETAILS, METHOD OF FIELD ASSEMBLY, COMPONENTS, AND LOCATION / SIZE OF EACH FIELD CONNECTION. 2. INCLUDE DIAGRAMS FOR POWER, SIGNAL, AND CONTROL WIRING. B. AS PART OF OPERATION AND MAINTENANCE DATA, PROVIDE MANUFACTURER'S WRITTEN INSTRUCTIONS FOR TESTING, ADJUSTING, AND REPROGRAMMING MICROPROCESSOR CONTROL MODULES, SETTING FIELD -ADJUSTABLE TIMERS, CONTROLS, AND STATUS AND ALARM POINTS, AND SETTING FIELD ADJUSTABLE OVERLOAD RELAYS. 1.4 QUALITY ASSURANCE A. ALL METHODS OF CONSTRUCTION, DETAILS OF WORKMANSHIP THAT ARE NOT SPECIFICALLY DESCRIBED OR INDICATED IN THE CONTRACT DOCUMENTS, SHALL BE SUBJECT TO THE CONTROL AND APPROVAL OF THE OWNER'S REPRESENTATIVE. EQUIPMENT AND MATERIALS SHALL BE OF THE QUALITY AND MANUFACTURE INDICATED IN THEIR RESPECTIVE SECTIONS OF THE SPECIFICATIONS. THE EQUIPMENT SPECIFIED IS BASED UPON THE ACCEPTABLE MANUFACTURERS LISTED. EQUIPMENT TYPES, DEVICE RATINGS, DIMENSIONS, ETC., CORRESPOND TO THE NOMENCLATURE DICTATED BY THOSE MANUFACTURERS. WHERE "OR EQUAL" IS STATED, EQUIPMENT SHALL BE EQUIVALENT IN EVERY WAY TO THAT OF THE EQUIPMENT SPECIFIED AND SUBJECT TO APPROVAL. ALL EQUIPMENT SHALL BE TESTED AT THE FACTORY. UNLESS SPECIFIED ELSEWHERE, STANDARD FACTORY INSPECTION AND OPERATIONAL TESTS WILL BE ACCEPTABLE. B. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, NFPA-70 (NATIONAL ELECTRICAL CODE), NATIONAL ELECTRICAL SAFETY CODE (NESC), STATE CODES, LOCAL CODES, AND REQUIREMENTS OF AUTHORITY HAVING JURISDICTION. C. EQUIPMENT SHALL BE DESIGNED, MANUFACTURED, ASSEMBLED, AND TESTED IN ACCORDANCE WITH THE LATEST REVISIONS OF APPLICABLE PUBLISHED ANSI, NEMA, UL AND IEEE STANDARDS. D. EQUIPMENT AND SYSTEMS SHALL BE NRTL TESTED AND LABELED. 1.5 WARRANTY A. PROVIDE FULL SYSTEM WARRANTY (LABOR, TRAVEL, EQUIPMENT, ETC.) IN ACCORDANCE WITH DIVISION 1 WITH A MINIMUM OF ONE (1) YEAR FROM ACCEPTANCE. PART 2 - PRODUCTS 5. PROVIDE AND INSTALL ALL NECESSARY METERING EQUIPMENT. OF 2.1 MANUFACTURERS 6. OWNER'S REPRESENTATIVE OR SITE REPRESENTATIVE SHALL WITNESS THE A. ACCEPTABLE MANUFACTURERS INCLUDE: TEST. B. ADJUSTABLE SPEED DRIVES (ASDS): 7. BEFORE FINAL ACCEPTANCE SPECIFIED TEST SHALL BE COMPLETED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE WHO SHALL BE SOLE 1. ABB (DESIGN MAKE - ACH580) JUDGE OF THE ACCEPTABILITY OF SUCH TESTS AND WHO MAY DIRECT THE 2. YASKAWA PERFORMANCE OF SUCH ADDITIONAL TESTS AS DEEMED NECESSARY IN ORDER TO DETERMINE THE ACCEPTABILITY OF THE SYSTEMS, EQUIPMENT, 3. SQUARE D MATERIAL AND WORKMANSHIP. ADDITIONAL TESTS REQUIRED BY THE OWNER'S REPRESENTATIVE SHALL BE PROVIDED AT NO ADDITIONAL COST. 4. ALLEN-BRADLEY PROTECTIVE EQUIPMENT SHALL BE ACTUATED IN A MANNER THAT CLEARLY DEMONSTRATED THEIR WORKABILITY AND OPERATION. 5. EATON CORPORATION CLEANING 6. EMERSON A. AT THE COMPLETION OF THE PROJECT, WHILE EQUIPMENT IS DE -ENERGIZED, IT SHALL C. MANUAL AND MAGNETIC MOTOR CONTROLLERS: BE THOROUGHLY CLEANED TO A SHIPPED CONDITION USING METHODS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. UTILIZE VACUUM 1. SQUARE-D FOR CLEANING AND NOT COMPRESSED GAS. 2. CUTLER HAMMER SPARE PARTS 3. GENERAL ELECTRIC A. DELIVER LOOSE EQUIPMENT TO THE OWNER AND OBTAIN RECEIPT FOR FUSES, KEYS TO PANELBOARDS, ETC. 4. ALLEN-BRADLEY DISCONNECT DEVICES 5. SIEMENS A. ALL DISCONNECT DEVICES DOWNSTREAM OF ASD'S: PROVIDE WIRING, CONDUIT AND 2.2 ADJUSTABLE SPEED DRIVE MOTOR CONTROLLER CONNECTIONS BETWEEN ASD AND DISCONNECT AUXILIARY SWITCH TO ASD. A. GENERAL REQUIREMENTS FOR ASDS: SECTION 1. ASD DESCRIPTION: ADJUSTABLE SPEED DRIVE, CONSISTING OF POWER CONVERTER THAT EMPLOYS PULSE -WIDTH -MODULATED INVERTER, FACTORY BUILT AND TESTED IN AN ENCLOSURE, WITH INTEGRAL DISCONNECTING MEANS AND OVERCURRENT AND OVERLOAD PROTECTION; ARRANGED TO PROVIDE SELF-PROTECTION, MOTOR PROTECTION, AND VARIABLE -SPEED CONTROL OF ONE OR MORE INDUCTION MOTORS BY ADJUSTING OUTPUT VOLTAGE AND FREQUENCY. COMPLY WITH NEMA ICS 7, NEMA ICS 61800-2, AND UL 508. SUITABLE FOR OPERATION OF NEMA MG 1, DESIGN A AND DESIGN B MOTORS, AS DEFINED BY NEMA MG 1. B. UNIT OPERATING REQUIREMENTS: 1. ASD SHALL PROVIDE FULL RATED OUTPUT FROM A LINE VOLTAGE OF PLUS 10% AND MINUS 10% OF NOMINAL VOLTAGE. ASD SHALL CONTINUE TO OPERATE WITHOUT FAULTING FROM A +30% TO -35% OF NOMINAL LINE VOLTAGE. 2. INPUT AC VOLTAGE UNBALANCE: NOT EXCEEDING 5 PERCENT. 3. INPUT FREQUENCY TOLERANCE: PLUS OR MINUS 5 PERCENT OF ASD FREQUENCY RATING. 4. MINIMUM EFFICIENCY: 98 PERCENT AT 60 HZ, FULL LOAD. 5. MINIMUM PRIMARY -SIDE POWER FACTOR: 98 PERCENT UNDER ANY LOAD OR SPEED CONDITION. 6. MINIMUM SHORT-CIRCUIT CURRENT (WITHSTAND) RATING: 100KA. 7. AMBIENT OPERATING TEMPERATURE RATING: 5 DEG F (-15 DEG C) TO 104 DEG F (40 DEG C) MINIMUM. 8. HUMIDITY RATING: TO 95 PERCENT (NONCONDENSING) MINIMUM. 9. ALTITUDE RATING: SUITABLE FOR INTENDED LOCATION WITH 3300 FEET MINIMUM. 10. VIBRATION WITHSTAND: COMPLY WITH NEMA ICS 61800-2. 11. OVERLOAD CAPABILITY: 1.1 TIMES THE BASE LOAD CURRENT FOR 60 SECONDS; MINIMUM OF 1.3 TIMES THE BASE LOAD CURRENT FOR TWO SECONDS. 12. STARTING TORQUE: MINIMUM 140 PERCENT OF RATED TORQUE FROM 3 TO 60 HZ. ARCH ITECTS, P.C. N M _ L MD 0 MD Q�11 Pr LAHH] H 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK RESTROOM BUILDING 512 MAIN STREET WEST YARMOUTH, MA 02673 K J ENGrNEE%NG MechomcailElectricol Engineering C an.sultunts Czpi I Gi n-i,' i RocfiasEer i Buf 3c i 'ay"cu,", 433 S Ff, F.,ATE d10 5i 8 71 L EN -.,.A': t IL3QE of JAME5 G CHATELLE� 0 ELECTRICAL � No.48529 0 2 H D DA P OJ ECT #21-008 G Stamp F SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01 /22 E D G Drawn C J E Project Manager B A B P.I.C. SZ E SHEET TITLE ELECTRICAL SPECIFICATIONS B SHEET NUMBER E001 A 2 3 4 5 6 7 8 © 9 10 12 13 14 15 2027 DEMBLING + DEMBLING ARCHITECTS, P.C. � 11 1 2 3 4 5 6 7 g 9 10 11 12 13 14 15 13. OUTPUT CARRIER FREQUENCY: SELECTABLE; 1 TO 12.5 KHZ. 1. OUTPUT FREQUENCY (HZ). G. MAGNETIC STARTER: SHALL BE SINGLE -SPEED, ACROSS -THE -LINE TYPE RATED IN 6. PERFORM TESTS ACCORDING TO THE INSPECTION AND TEST PROCEDURES ACCORDANCE WITH NEMA STANDARDS, SIZES AND HORSEPOWER RATINGS. FOR ADJUSTABLE SPEED DRIVES STATED IN NETA ACCEPTANCE TESTING ^� 14. STOP MODES: PROGRAMMABLE INCLUDING FAST, FREE -WHEEL, AND DC 2. MOTOR SPEED (RPM). STARTERS SHALL BE MOUNTED IN NEMA 1 ENCLOSURES UNLESS OTHERWISE SPECIFICATION. CERTIFY COMPLIANCE WITH TEST PARAMETERS. INJECTION BRAKING. INDICATED. MAGNETIC STARTERS SHALL BE EQUIPPED WITH FUSED CONTROL POWER 3. MOTOR STATUS (RUNNING, STOP, FAULT). TRANSFORMER FOR 120V CONTROL POWER AND DOUBLE BREAK SILVER ALLOY 7. CORRECT MALFUNCTIONING UNITS ON -SITE, WHERE POSSIBLE, AND RETEST N C. INVERTER: ASD SHALL EMPLOY A 6 PWM POWER ELECTRONIC SYSTEM, CONSISTING CONTACTS; ALL CONTACTS SHALL BE REPLACEABLE WITHOUT REMOVING STARTER TO DEMONSTRATE COMPLIANCE; OTHERWISE, REPLACE WITH NEW UNITS AND N OF: 4. MOTOR CURRENT (AMPERES). OR DISCONNECTING POWER WIRING. STARTER SHALL HAVE STRAIGHT -THROUGH RETEST. 1. INPUT SECTION: 5. MOTOR TORQUE (PERCENT). WIRING. COILS SHALL BE OF MOLDED CONSTRUCTION AND SHALL BE REPLACEABLE FROM THE FRONT WITHOUT REMOVING STARTER. OVERLOAD RELAYS SHALL BE SOLID 8. TEST AND ADJUST CONTROLS, REMOTE MONITORING, AND SAFETIES. r a. ASD INPUT POWER STAGE SHALL CONVERT THREE-PHASE AC LINE 6. FAULT OR ALARMING STATUS (CODE). STATE TYPE WITH REPLACEABLE CONTROL CIRCUIT MODULE. THERMAL UNITS SHALL REPLACE DAMAGED AND MALFUNCTIONING CONTROLS AND EQUIPMENT. POWER INTO A FIXED DC VOLTAGE VIA A SOLID STATE FULL WAVE BE OF ONE-PIECE CONSTRUCTION AND INTERCHANGEABLE. STARTER SHALL BE DIODE RECTIFIER. 7. PID FEEDBACK SIGNAL (PERCENT). INOPERATIVE IF THERMAL UNIT IS REMOVED. PROVIDE HAND -OFF -AUTO SELECTOR C. TESTS AND INSPECTIONS FOR MANUAL AND MAGNETIC MOTOR CONTROLLERS:FT T t P.C. SWITCH AND "RUN" PILOT LIGHT IN COVER. WIRE FOR MAINTAINED CONTACT UNLESS 1. COMPLY WITH THE PROVISIONS OF NFPA 70B, "TESTING AND TEST METHODS" OTHERWISE NOTED. I l ffEc�u 8. DC -LINK VOLTAGE (V DC). D Innn D 2. INTERMEDIATE SECTION: CHAPTER. Q 9. SET POINT FREQUENCY HZ H. COMBINATION MAGNETIC STARTER: SHALL BE SIMILAR TO "MAGNETIC STARTER," a. DC BUS AS A SUPPLY TO THE ASD OUTPUT SECTION SHALL MAINTAIN A ( )• ABOVE, EXCEPT SHALL INCLUDE FUSIBLE DISCONNECT SWITCH CONNECTED AHEAD 2. VISUAL AND MECHANICAL INSPECTION: HE FIXED VOLTAGE WITH FILTERING AND SHORT CIRCUIT PROTECTION. M 10. MOTOR OUTPUT VOLTAGE (V AC). OF STARTER. THE DISCONNECT HANDLE SHALL BE IN CONTROL OF THE DISCONNECT M DEVICE WITH THE DOOR OPEN OR CLOSED. DISCONNECT HANDLE SHALL BE CLEARLY a. COMPARE EQUIPMENT NAMEPLATE DATA WITH DRAWINGS AND D O D b. DC BUS SHALL BE INTERFACED WITH THE ASD DIAGNOSTIC LOGIC „ SPECIFICATIONS. �HUE M�O�\\CIRCUIT, FOR CONTINUOUS MONITORING AND PROTECTION OF THE S. CONTROL SIGNAL INTERFACES: MARKED AS TO WHETHER THE DISCONNECT DEVICE IS ON OR OFF . v POWER COMPONENTS. b. INSPECT PHYSICAL AND MECHANICAL CONDITION, ANCHORAGE, 1. ELECTRIC INPUT SIGNAL INTERFACE: 2.4 ENCLOSURES � ALIGNMENT, AND GROUNDING, AND THAT THE CONTROLLER IS CLEAN. 3. OUTPUT SECTION: a. A MINIMUM OF TWO PROGRAMMABLE ANALOG INPUTS FIELD A. ENCLOSURES: NEMA 250, TO COMPLY WITH ENVIRONMENTAL CONDITIONS AT D A SELECTABLE FOR 0- TO 10-V DC OR 4- TO 20-MA DC. INSTALLED LOCATION. UNLESS OTHERWISE NOTED ON THE DRAWINGS, PROVIDE c. INSPECT CONTACTORS: VERIFYMECHANICAL OPERATION ANDL H H � H 8 a. INSULATED GATE BIPOLAR TRANSISTORS (IGBTS) SHALL CONVERT DC TYPE 1 FOR DRY AND CLEAN INDOOR LOCATIONS, TYPE 3R FOR OUTDOOR CONTACT GAP, WIPE, ALIGNMENT, AND PRESSURE ARE ACCORDING TO BUS VOLTAGE TO VARIABLE FREQUENCY AND VOLTAGE. MANUFACTURER'S PUBLISHED DATA. b. A MINIMUM OF SIX MULTIFUNCTION PROGRAMMABLE DIGITAL INPUTS. LOCATIONS ,TYPE 4X STAINLESS STEEL FOR KITCHEN AND WASH -DOWN AREAS, AND - TYPE 12 FOR AREAS SUBJECT TO DUST, FALLING DIRT, AND DRIPPING NON CORROSIVE b. THE ASD SHALL EMPLOY PULSE WIDTH MODULATED OUTPUT d. MOTOR -RUNNING PROTECTION: VERIFY OVERLOAD ELEMENT RATING TECHNOLOGY TO POWER THE MOTOR. 2. REMOTE SIGNAL INPUTS: CAPABILITY TO ACCEPT ANY OF THE FOLLOWING LIQUIDS. 307 Washington Avenue L IS CORRECT FOR ITS APPLICATION AND IF PROTECTION IS PROVIDED L SPEED -SETTING INPUT SIGNALS FROM THE DDC SYSTEM FOR HVAC OR OTHER D. ISOLATED CONTROL INTERFACE: ASDS CONTROL INPUT TO FOLLOW REMOTE- CONTROL SYSTEMS: PART 3 - EXECUTION BY FUSES, VERIFY CORRECT FUSE RATING. Albany, New York 12206 USA CONTROL SIGNAL (SELECTABLE 0-10VDC, 4-20MA, 0-20MA, AND NETWORK) OVER A e. INSPECT BOLTED ELECTRICAL CONNECTIONS FOR HIGH RESISTANCE http://www.DDArch.com E MINIMUM 40:1 SPEED RANGWITH ELECTRICAL SIGNAL. a. 0- TO 10-V DC. 3.1 EXAMINATION USING ONE OF THE TWO FOLLOWING METHODS: T: 518.463.8066 F: 518.463.8610 b. 4- TO 20-MA DC. A. EXAMINE AREAS, SURFACES, AND SUBSTRATES TO RECEIVE MOTOR CONTROLLERS; E. INTERNAL ADJUSTABILITY CAPABILITIES: WITH INSTALLER PRESENT, FOR COMPLIANCE WITH REQUIREMENTS FOR 1) USE ALOW-RESISTANCE OHMMETER. COMPARE BOLTED C. POTENTIOMETER USING UP/DOWN DIGITAL INPUTS. INSTALLATION TOLERANCES, AND OTHER CONDITIONS AFFECTING PERFORMANCE OF CONNECTION RESISTANCE VALUES WITH VALUES OF SIMILAR PROJECT TITLE 1. MINIMUM SPEED: 5 TO 25 PERCENT OF MAXIMUM RPM. THE WORK. CONNECTIONS. INVESTIGATE VALUES THAT DEVIATE FROM GAPE COD INFLATABLE d. FIXED FREQUENCIES USING DIGITAL INPUTS. THOSE OF SIMILAR BOLTED CONNECTIONS BY MORE THAN 50 2. MAXIMUM SPEED: 80 TO 100 PERCENT OF MAXIMUM RPM. B. EXAMINE MOTOR CONTROLLERS BEFORE INSTALLATION. REJECT MOTOR PERCENT OF THE LOWEST VALUE. PARK 3. OUTPUT SIGNAL INTERFACE: A MINIMUM OF ONE PROGRAMMABLE ANALOG CONTROLLERS THAT ARE WET, MOISTURE DAMAGED, OR MOLD DAMAGED. 4/ 3. ACCELERATION: 0.1 TO 6000 SECONDS. OUTPUT SIGNAL (0- TO 10-V DC OR 4- TO 20-MA DC), WHICH CAN BE 2) VERIFY TIGHTNESS OF ACCESSIBLE BOLTED ELECTRICAL RESTROOM BUILDING K CONNECTIONS BY CALIBRATED CONFIGURED FOR ANY OF THE FOLLOWING: C. EXAMINE ROUGHING -IN FOR CONDUIT SYSTEMS TO VERIFY ACTUAL LOCATIONS OF TORQUE METHOD 4. DECELERATION: 0.1 TO 6000 SECONDS. CONDUIT CONNECTIONS BEFORE MOTOR CONTROLLER INSTALLATION. ACCORDING TO MANUFACTURER'S PUBLISHED DATA OR NETA 5. CURRENT LIMIT: 30 TO MINIMUM OF 150 PERCENT OF MAXIMUM RATING. a. OUTPUT FREQUENCY (HZ). ATS TABLE 100.12. BOLT -TORQUE LEVELS SHALL BE 512 MAIN STREET D. PREPARE WRITTEN REPORT, ENDORSED BY INSTALLER, LISTING CONDITIONS ACCORDING TO MANUFACTURER'S PUBLISHED DATA. IN THE F. SELF-PROTECTION AND RELIABILITY FEATURES: b. OUTPUT CURRENT (LOAD). DETRIMENTAL TO PERFORMANCE OF THE WORK. ABSENCE OF MANUFACTURER'S PUBLISHED DATA, USE NETA WEST YARMOUTH, MA 02673 ATS TABLE 100.12. 1. SURGE SUPPRESSION: FACTORY INSTALLED AS AN INTEGRAL PART OF THE C. DC -LINK VOLTAGE (V DC). E. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE ASD, COMPLYING WITH UL 1449 SPD, TYPE 1 OR TYPE 2. BEEN CORRECTED. f. VERIFY APPROPRIATE LUBRICATION ON MOVING CURRENT -CARRYING d. MOTOR TORQUE (PERCENT). PARTS AND ON MOVING AND SLIDING SURFACES. 2. LOSS OF INPUT SIGNAL PROTECTION: SELECTABLE RESPONSE STRATEGY, 3.2 INSTALLATION e. MOTOR SPEED (RPM). D. MOTOR CONTROLLERS WILL BE CONSIDERED DEFECTIVE IF THEY DO NOT PASS TESTS INCLUDING SPEED DEFAULT TO A PERCENT OF THE MOST RECENT SPEED, A J J A. WALL -MOUNTED ASDS: INSTALL WITH TOPS AT UNIFORM HEIGHT AND WITH AND INSPECTIONS. PRESET SPEED, OR STOP; WITH ALARM. f. SET POINT FREQUENCY (HZ). DISCONNECT OPERATING HANDLES NOT HIGHER THAN 79 INCHES ABOVE FINISHED EN'NEE'NC' 3. UNDER AND OVERVOLTAGE PROTECTION. FLOOR, UNLESS OTHERWISE INDICATED, AND BY BOLTING UNITS TO WALL OR E. PREPARE TEST AND INSPECTION REPORTS, INCLUDING A CERTIFIED REPORT THAT MechomcatlE;ectricat Engineering; Consultants 9. ANY AUX CONTACTS. MOUNTING ON LIGHTWEIGHT STRUCTURAL -STEEL CHANNELS BOLTED TO WALL. FOR IDENTIFIES THE ASD AND DESCRIBES RESULTS. INCLUDE NOTATION OF DEFICIENCIES ,c,,pi,A c. t,;�; Eutieiu i Syraau,e 4. INVERTER OVERCURRENT PROTECTION. CONTROLLERS NOT ON WALLS, PROVIDE FREESTANDING RACKS. DETECTED, REMEDIAL ACTION TAKEN, AND OBSERVATIONS MADE AFTER REMEDIAL 4, T PfET,t71i-4,5 . , _z 4.` REMOTE INDICATION INTERFACE: A MINIMUM OF THREE PROGRAMMABLE DRY- ACTION. a. EL. Y,N ,<, .y. „ 5. ASD AND MOTOR-OVERLOAD/OVER TEMPERATURE PROTECTION: CIRCUIT RELAY OUTPUTS (120-VAC, 1 A) FOR REMOTE INDICATION OF THE B. WALL -MOUNTED MANUAL AND MAGNETIC CONTROLLERS: INSTALL ON WALLS WITH MICROPROCESSOR -BASED THERMAL PROTECTION SYSTEM FOR MONITORING FOLLOWING: TOPS AT UNIFORM HEIGHT, AND BY BOLTING UNITS TO WALL OR MOUNTING ON 3.6 STARTUP SERVICE ASDS AND MOTOR THERMAL CHARACTERISTICS, AND FOR PROVIDING ASD LIGHTWEIGHT STRUCTURAL -STEEL CHANNELS BOLTED TO WALL. FOR CONTROLLERS �N OF a. MOTOR RUNNING. A. ENGAGE AFACTORY-AUTHORIZED SERVICE REPRESENTATIVE TO PERFORM STARTUP ,�� q OVER TEMPERATURE AND MOTOR -OVERLOAD ALARM AND TRIP. THE NOT AT WALLS, PROVIDE FREESTANDING RACKS. SERVICE. COMPLETE INSTALLATION AND STARTUP CHECKS ACCORDING TO o JIMMES SETTINGS SHALL BE SELECTABLE UTILIZING THE KEYPAD. b. SET POINT SPEED REACHED. MANUFACTURER'S WRITTEN INSTRUCTIONS. CHATELLE H H C. FLOOR -MOUNTING CONTROLLERS: INSTALL ASDS ON 4-INCH NOMINAL THICKNESS v -4 6. CRITICAL FREQUENCY REJECTION, WITH THREE SELECTABLE, ADJUSTABLE CONCRETE BASE. N0. 48529 C. FAULT AND WARNING INDICATION (OVERTEMPERATURE OR 3.7 ADJUSTING N°• 48529 ce DEAD BANDS. OVERCURRENT). 1. INSTALL DOWEL RODS TO CONNECT CONCRETE BASE TO CONCRETE FLOOR. A. PROGRAM. MICROPROCESSORS FOR REQUIRED OPERATIONAL SEQUENCES, STATUS , INSTALL DOWEL RODS ON 18-INCH CENTERS 7. INSTANTANEOUS LINE -TO -LINE AND LINE -TO -GROUND OVERCURRENT TRIPS. AROUND THE FULL PERIMETER OF CONCRETE BASE. OTHERWISE INDICATED . ! A �Na T. INTERFACE WITH DDC SYSTEM FOR HVAC: FACTORY -INSTALLED HARDWARE AND INDICATIONS, ALARMS, EVENT RECORDING, AND DISPLAY FEATURES. CLEAR EVENTS 8. LOSS -OF -PHASE PROTECTION. SOFTWARE SHALL INTERFACE WITH DDC SYSTEM FOR HVAC TO MONITOR, CONTROL, MEMORY AFTER FINAL ACCEPTANCE TESTING AND PRIOR TO SUBSTANTIAL DISPLAY, AND RECORD DATA FOR USE IN PROCESSING REPORTS. ASD SETTINGS 2. FOR SUPPORTED EQUIPMENT, INSTALL EPDXY -COATED ANCHOR BOLTS THAT COMPLETION. 9. REVERSE -PHASE PROTECTION. SHALL BE RETAINED WITHIN ASD'S NONVOLATILE MEMORY. EXTEND THROUGH CONCRETE BASE AND ANCHOR INTO STRUCTURAL CONCRETE FLOORB. SET FIELD -ADJUSTABLE SWITCHES, AUXILIARY RELAYS, TIME -DELAY RELAYS, TIMERS, DD/�i P OJECT #21 -®o$ . 10. SHORT-CIRCUIT PROTECTION. 1. PROVIDE EIA-485 PORT AS STANDARD. THE STANDARD PROTOCOLS SHALL BE AND OVERLOAD -RELAY PICKUP AND TRIP RANGES. BACNET MS/TP, MODBUS RTU AND N2. PROVIDE ADDITIONAL PORTS FOR ANY 3. PLACE AND SECURE ANCHORAGE DEVICES. USE SETTING DRAWINGS, 11. G MOTOR OVER -TEMPERATURE FAULT. OTHER PROTOCOLS THAT ARE UTILIZED IN THE PROJECT. TEMPLATES, DIAGRAMS, INSTRUCTIONS, AND DIRECTIONS FURNISHED WITH C. ADJUST CARRIER FREQUENCY FOR OPTIMAL OPERATION WITH LOAD AND CONDITIONS. G 12. SHUT DOWN ON INDICATION OF MOTOR LOCAL DISCONNECT SWITCH OPEN U. INTERFACE SO ASD HAS INDICATION OF DOWNSTREAM DISCONNECT SWITCHITEMS TO BE EMBEDDED. SWITCH(ES) D. ADJUST THE TRIP SETTINGS OF INSTANTANEOUS -ONLY CIRCUIT BREAKERS AND POSITION. STATUS (OPEN -CLOSED) AND OPERATES ACCORDINGLY. 4. INSTALL ANCHOR BOLTS TO ELEVATIONS REQUIRED FOR PROPER THERMAL -MAGNETIC CIRCUIT BREAKERS WITH ADJUSTABLE, INSTANTANEOUS TRIP ATTACHMENT TO SUPPORTED EQUIPMENT. ELEMENTS. INITIALLY ADJUST TO 6 TIMES THE MOTOR NAMEPLATE FULL -LOAD G. AUTOMATIC RESET/RESTART: ATTEMPT THREE RESTARTS AFTER DRIVE FAULT OR ON V. ASDS SHALL HAVE AN INPUT INDUCTIVE REACTANCE EITHER VIA 5%IMPEDANCE AC AMPERES AND ATTEMPT TO START MOTORS SEVERAL TIMES, ALLOWING FOR MOTOR RETURN OF POWER AFTER AN INTERRUPTION AND BEFORE SHUTTING DOWN FOR LINE REACTOR OR A PAIR OF BALANCED DC CHOKES, ONE ON THE POSITIVE AND ONE D. TEMPORARY LIFTING PROVISIONS: REMOVE TEMPORARY LIFTING EYES, CHANNELS, COOL -DOWN BETWEEN STARTS. IF TRIPPING OCCURS ON MOTOR INRUSH, ADJUST MANUAL RESET OR FAULT CORRECTION; ADJUSTABLE DELAY TIME BETWEEN RESTART ON THE NEGATIVE SIDE OF THE DC BUS, WITH AN EFFECTIVE INPUT IMPEDANCE AND BRACKETS AND TEMPORARY BLOCKING OF MOVING PARTS FROM ENCLOSURES SETTINGS IN INCREMENTS UNTIL MOTORS START WITHOUT TRIPPING. DO NOT ATTEMPTS. FIELD ADJUSTABLE FOR MANUAL RESTART. EQUIVALENT TO A 5 /a AC LINE REACTOR. ANY ASDS THAT DO NOT MEET THIS AND COMPONENTS. EXCEED 8 TIMES THE MOTOR FULL -LOAD AMPERES (OR 11 TIMES FOR NEMA PREMIUM REQUIREMENT MUST HAVE A 5% AC LINE REACTOR ADDED, WITH THE REACTOR EFFICIENT MOTORS IF REQUIRED). WHERE THESE MAXIMUM SETTINGS DO NOT ALLOW H. POWER -INTERRUPTION PROTECTION: TO PREVENT MOTOR FROM RE -ENERGIZING MOUNTED IN THE SAME ENCLOSURE AS THE ASD. E. INSTALL FUSES, HEATERS IN THERMAL -OVERLOAD RELAYS (BASED ON ACTUAL STARTING OF A MOTOR, NOTIFY OWNER'S REPRESENTATIVE BEFORE INCREASING AFTER A POWER INTERRUPTION UNTIL MOTOR HAS STOPPED, UNLESS "BIDIRECTIONAL NAMEPLATE FULL -LOAD AMPERES) AFTER MOTORS ARE INSTALLED, AND INSTALL, SETTINGS. _ W. EMI/RFI FILTERING: ONBOARD FILTERS SHALL ALLOW ASD ASSEMBLY TO BE CE F AUTOSPEED SEARCH" FEATURE IS AVAILABLE AND ENGAGED. CONNECT, AND FUSE THERMAL -PROTECTOR MONITORING RELAYS FURNISHED WITH MARKED; CERTIFY COMPLIANCE WITH IEC 61800-3 FOR CATEGORY C2. MOTOR -DRIVEN EQUIPMENT. 3.8 DEMONSTRATION 1. BIDIRECTIONAL AUTOSPEED SEARCH: CAPABLE OF STARTING ASD INTO ROTATING X. ACCESSORIES: A. ENGAGE A FACTORY -AUTHORIZED SERVICE REPRESENTATIVE TO TRAIN OWNER'S LOADS SPINNING IN EITHER DIRECTION AND RETURNING MOTOR TO SET SPEED IN F. MAINTAIN MINIMUM CLEARANCES AND WORKSPACE AT EQUIPMENT ACCORDING TO MAINTENANCE PERSONNEL TO ADJUST, OPERATE, REPROGRAM, AND MAINTAIN PROPER DIRECTION, WITHOUT CAUSING DAMAGE TO DRIVE, MOTOR, OR LOAD. MANUFACTURER'S WRITTEN INSTRUCTIONS AND NFPA 70. MOTOR CONTROLLERS. 1. GENERAL REQUIREMENTS FOR CONTROL -CIRCUIT AND PILOT DEVICES: NEMA Stamp J. TORQUE BOOST: AUTOMATICALLY VARIES STARTING AND CONTINUOUS TORQUE TO ICS 5; FACTORY INSTALLED IN ASD ENCLOSURE COVER UNLESS OTHERWISEINDICATED. G. WIRING WITHIN ENCLOSURES: BUNDLE, LACE, AND TRAIN CONDUCTORS TO TERMINAL END OF SECTION SYMB ISSUED FOR SATE AT LEAST 1.5 TIMES THE MINIMUM TORQUE TO ENSURE HIGH -STARTING TORQUE AND POINTS WITH NO EXCESS AND WITHOUT EXCEEDING MANUFACTURERS LIMITATIONS INCREASED TORQUE AT SLOW SPEEDS. 2. REVERSIBLENC/NO BYPASS CONTACTOR AUXILIARY CONTACT(S). ON BENDING RADII. INSTALL LACING BARS AND DISTRIBUTION SPOOLS. CONSTRUCTION DOCUMENTS 3/01 /22 . K. MOTOR TEMPERATURE COMPENSATION AT SLOW SPEEDS: ADJUSTABLE CURRENT H. SETTING OF OVERLOAD RELAYS: SELECT AND SET OVERLOADS ON THE BASIS OF 3. CONTROL RELAYS: AUXILIARY AND ADJUSTABLE SOLID-STATE TIME -DELAY FALL -BACK BASED ON OUTPUT FREQUENCY FOR TEMPERATURE PROTECTION OF FULL -LOAD CURRENT RATING AS SHOWN ON MOTOR NAMEPLATE. ADJUST SETTING E RELAYS. SELF -COOLED, FAN -VENTILATED MOTORS AT SLOW SPEEDS. VALUE FOR SPECIAL MOTORS AS REQUIRED BY NFPA 70 FOR MOTORS THAT ARE HIGH- E TORQUE, HIGH -EFFICIENCY, AND SO ON. SECTION 265000 - LIGHTING L. INTEGRAL INPUT DISCONNECTING MEANS: MAGNETIC CIRCUIT BREAKER WITH PAD- 2 3 MOTOR STARTERS LOCKABLE, DOOR -MOUNTED HANDLE MECHANISM. 1. COMPLY WITH NECA 1. A. LED LUMINAIRES: M. THE ASD SHALL INCLUDE A MOTOR FLUX OPTIMIZATION CIRCUIT THAT WILL A. PROVIDE MOTOR STARTERS AS LISTED ON THE ELECTRIC EQUIPMENT AND CONTROL3.3 CONTROL WIRING INSTALLATION 1. SHALL BE FOR 50,000HOUR LIFE MINIMUM AND TESTED TO IESNA LM-79 AND 80. . AUTOMATICALLY REDUCE APPLIED MOTOR VOLTAGE TO THE MOTOR TO OPTIMIZE SCHEDULE ON THE DRAWINGS. ENERGY CONSUMPTION AND REDUCE AUDIBLE MOTOR NOISE. A. INSTALL WIRING BETWEEN ASDS AND REMOTE DEVICES AND FACILITY'S CENTRAL 2. DRIVER SHALL BE A CLASS 1 POWER SUPPLY WITH 90% POWER FACTOR MINIMUM, 10% B. STARTERS, CONTACTORS AND CONTROLLERS SHALL COMPLY WITH NEMA STANDARDS CONTROL SYSTEM. THD MAXIMUM AND ADEQUATE HEAT SINK CAPABILITY FOR THE LOAD AND INDICATED FOR. PROVIDE EXPLOSION PROOF, WEATHER RESISTANT OR WATERTIGHT N. THE ASD SHALL PROVIDE A PROGRAMMABLE LOSS -OF -LOAD (BROKEN BELT / BROKEN HAVING GENERAL PURPOSE NEMA 1 ENCLOSURE UNLESS OTHERWISE CALLED LOCATION. TO HAVE A 0-10VDC INPUT DIMMING SIGNAL. COUPLING) FORM-C RELAY OUTPUT. THE DRIVE SHALL BE PROGRAMMABLE TO SIGNAL B. BUNDLE, TRAIN, AND SUPPORT WIRING IN ENCLOSURES. THE LOSS -OF -LOAD CONDITION VIA KEYPAD WARNING, FORM-C RELAY OUTPUT, OR CONSTRUCTION AS REQUIRED. STARTERS SHALL BE MINIMUM NEMA SIZE 0 WITH 3. WARRANTY TO BE 5 YEAR REPLACEMENT MINIMUM. D OVER SERIAL COMMUNICATION BUS. SOLID STATE OVERLOADS IN EACH PHASE SIZED PER NEC, MOTOR FULL LOAD C. CONNECT SELECTOR SWITCHES AND OTHER AUTOMATIC -CONTROL DEVICES WHERE D AMPERAGE, SERVICE FACTOR, AND MOTOR OPERATING CONDITIONS. APPLICABLE. B. LENSES: 0. UNIT MOUNTED OPERATOR STATION: FRONT -ACCESSIBLE, SEALED KEYPAD AND C. PAD LOCK ARRANGEMENTS SHALL BE PROVIDED TO LOCK THE DISCONNECT DEVICE IN 1. CERTIFY THAT THE PRODUCTS HAVE A SMOKE DENSITY OF LESS THAN 75 WHEN I PLAN-ENGLISH-LANGUAGE DIGITAL DISPLAY; ALLOWS COMPLETE PROGRAMMING, "D. CONNECT SELECTOR SWITCHES TO BYPASS ONLY THOSE MANUAL -AND AUTOMATIC - PR N-EN COPYING, OPERATING, MONITORING, AND DIAGNOSTIC CAPABILITY. THE OFF" POSITION. MAGNETIC STARTERS SHALL BE PROVIDED WITH A CONTROL CONTROL DEVICES THAT HAVE NO SAFETY FUNCTIONS WHEN SWITCHES ARE IN TESTED IN ACCORDANCE WITH ASTM D-2843, STANDARD TEST METHOD FOR "DENSITY POWER TRANSFORMER WITH 120V SECONDARY AND PRIMARY AND SECONDARY MANUAL -CONTROL POSITION. OF SMOKE FROM THE BURNING OF DECOMPOSITION OF PLASTICS." 1. KEYPAD: IN ADDITION TO REQUIRED PROGRAMMING AND CONTROL KEYS, FUSING AND BE SIZED TO ACCEPT THE LOADS IMPOSED THERE ON. STARTERS SHALL INCLUDE KEYS FOR HAND, OFF, AND AUTO MODES. HAVE LED TYPE PILOT LIGHTS. EACH STARTER SUBJECT TO ELECTRICAL INTERLOCK E. CONNECT SELECTOR SWITCHES WITH CONTROL CIRCUIT IN BOTH MANUAL AND 2. FIXTURE STANDARDS: ALL EXTERIOR LIGHTING FIXTURE ASSEMBLIES INCLUDING AND/OR AUTOMATIC CONTROL SHALL HAVE NECESSARY AUXILIARY CONTACTS. AUTOMATIC POSITIONS FOR SAFETY -TYPE CONTROL DEVICES SUCH AS LOW- AND LUMINAIRE, POLE, AND BASE SHALL BE CONSTRUCTED TO WITHSTAND LOCAL WIND 2. SECURITY ACCESS: PROVIDE ELECTRONIC SECURITY ACCESS TO CONTROLS HIGH-PRESSURE CUTOUTS, HIGH -TEMPERATURE CUTOUTS, AND MOTOR -OVERLOAD FORCE. D. AUXILIARY DEVICES: PROVIDE PUSHBUTTON STATIONS, PILOT LIGHTS, DEVICES, THROUGH IDENTIFICATION AND PASSWORD WITH AT LEAST THREE LEVELS OF PROTECTORS. ACCESS: VIEW ONLY; VIEW AND OPERATE;. AND VIEW, OPERATE, AND SERVICE. RELAYS, TRANSFORMERS, SELECTOR SWITCHES, ELECTRIC THERMOSTATS, AUXILIARY C. REFER TO LUMINAIRE FIXTURE SCHEDULE ON DRAWINGS. C COORDINATE THE ACCESS CODES WITH THE OWNER. STARTER CONTACTS AS REQUIRED FOR FUNCTIONS CALLED FOR. PROVIDE 3.4 IDENTIFICATION C SEPARATE RELAY FOR EACH SPEED TO OPERATE ELECTRIC DAMPERS OR OTHER D. LUMINAIRE INSTALLATION: P. STATUS INDICATORS DISPLAYING THE FOLLOWING CONDITIONS: DEVICES AS REQUIRED FOR MULTISPEED MOTOR CIRCUIT. A. IDENTIFY MOTOR CONTROLLERS; COMPONENTS, AND CONTROL WIRING. IDENTIFY 1. ALL LUMINAIRES SHALL BE CONNECTED WITH THREE 3 #12 CONDUCTORS IN A FIELD -INSTALLED CONDUCTORS, INTERCONNECTING WIRING, AND COMPONENTS; ( ) 1. POWER ON. E. MANUAL MOTOR STARTER: PROVIDE WARNING SIGNS. LABEL EACH ASD WITH ENGRAVED NAMEPLATE. LABEL FLEXIBLE CABLE WHIP, 6 FT. - 0 IN. MAXIMUM IN LENGTH. CABLE SHALL BE INSTALLED EACH ENCLOSURE -MOUNTED CONTROL AND PILOT DEVICE. IDENTIFY ALL ITEMS AS SUCH THAT FIXTURES IN LAY -IN CEILING SYSTEM MAY BE RELOCATED ONE -TILE IN ANY 1. PROVIDE ALL STARTERS WITH THERMAL OVERLOAD(S); AND PILOT LIGHT(S), DESCRIBED IN SECTION 260501 DIRECTION WITHOUT REWIRING. 2. RUN. AND HANDLE LOCK -OUT PROVISIONS. GANG STARTER WITH SELECTOR Drawn Project Manager R.Lc. 3. OVERVOLTAGE. SWITCH FOR MULTISPEED APPLICATIONS. PROVIDE SINGLE OR 2-POLE AS 3.5 FIELD QUALITY CONTROL 2. ALL LUMINAIRE WHIPS SHALL BE CONNECTED TO A JUNCTION BOX. LUMINAIRES SHALL C E B A B C C_ E REQUIRED: NOT BE CONNECTED TOGETHER IN A DAISY CHAIN MANNER. 4. LINE FAULT. A. ENGAGE A FACTORY -AUTHORIZED SERVICE REPRESENTATIVE TO TEST AND INSPECT a. 120 VOLT, SINGLE -POLE, SURFACE MOUNTED: SQUARE-D FG-5P AND COMPONENTS, ASSEMBLIES, AND EQUIPMENT INSTALLATIONS, INCLUDING 3. SECURELY SUPPORT ALL CONDUITS AND OUTLET BOXES FROM STRUCTURAL B 5. OVERCURRENT. HANDLE GUARD. CONNECTIONS. MEMBERS. OUTLET BOXES SHALL NOT BE SUPPORTED BY CONDUIT. SHEET TITLE B 6. EXTERNAL FAULT. b. 240 VOLT, TWO -POLE, SURFACE MOUNTED: SQUARE-D FG-6P AND B. TESTS AND INSPECTIONS FOR ASDS: 4. PROVIDE SEPARATE LUMINAIRE SUPPORTS CAPABLE OF SUPPORTING FOUR TIMES HANDLE GUARD. THE LUMINAIRE WEIGHT. DIRECTLY ATTACH STEEL WIRE TO STRUCTURAL MEMBERS. Q. HISTORICAL LOGGING INFORMATION AND DISPLAYS 1. INSPECT ASDS, WIRING, COMPONENTS, CONNECTIONS, AND EQUIPMENT PROVIDE A MINIMUM OF TWO (2) SUPPORTS FOR EACH LUMINAIRE. FIXTURES IN LAY -IN ELECTRICAL F. MANUAL STARTER WITH RELAY: SHALL BE SIMILAR TO "MANUAL MOTOR STARTER," INSTALLATION. CEILING SHALL BE CLIPPED TO CEILING SYSTEM IN ACCORDANCE WITH NEC. 1. REAL TIME CLOCK WITH CURRENT TIME AND DATE. ABOVE, EXCEPT TO INCLUDE A TWO -GANG BOX WITH RELAY SIZED FOR LOAD SPECIFICATIONS INDICATED, AND HAND -OFF -AUTOMATIC SWITCH. CONNECT RELAY FOR 120V 2. TEST INSULATION RESISTANCE FOR EACH ASD ELEMENT, COMPONENT, END OF SECTION 2. RUNNING LOG OF TOTAL POWER VERSUS TIME OPERATION ON LOAD SIDE OF STARTER IN "AUTOMATIC" MODE. COORDINATE CONNECTING MOTOR SUPPLY, FEEDER, AND CONTROL CIRCUITS. CONNECTION OF FORM C MAINTAINED CONTACT FOR CONTROL WITH MECHANICAL 3. TOTAL RUNTIME. CONTRACTOR. 3. TEST CONTINUITY OF EACH CIRCUIT. A 4. FAULT LOG, MAINTAINING FAULTS WITH TIME AND DATE STAMP FOR EACH. 4. VERIFY THAT VOLTAGES AT ASD LOCATIONS ARE WITHIN 10 PERCENT OF SHEET NUMBER A MOTOR NAMEPLATE RATED VOLTAGES. IF OUTSIDE THIS RANGE FOR ANY 5. KWH. MOTOR, NOTIFY OWNER'S REPRESENTATIVE BEFORE STARTING THE E002 R. INDICATING DEVICES: DIGITAL DISPLAY MOUNTED FLUSH IN ASD DOOR AND MOTOR(S). CONNECTED TO DISPLAY ASD PARAMETERS INCLUDING, BUT NOT LIMITED TO: 5. TEST EACH MOTOR FOR PROPER PHASE ROTATION. -- © 2021 DEMBLING + DEMBLING. ARCHITECTS, P.C. 1 1 2 1 3 4 5 6 7 8 9 10 1 1 12 13 14 15 1 j 2 3 4 SECTION 260501 - BASIC MATERIALS AND METHODS PART 1-GENERAL N 1.1 DESCRIPTION A. THE DRAWINGS ARE DIAGRAMMATIC, UNLESS DETAILED DIMENSIONED DRAWINGS ARE INCLUDED, AND SHOW ONLY APPROXIMATE LOCATIONS OF EQUIPMENT, FIXTURES, PANELBOARDS, CONDUITS, AND WIRING DEVICES. EXACT LOCATIONS ARE SUBJECT TO THE APPROVAL OF THE OWNER'S REPRESENTATIVE. THE GENERAL RUN OF ELECTRICAL FEEDERS, BRANCH CIRCUITS, AND CONDUITS, INDICATED ON THE DRAWINGS, IS NOT INTENDED TO BE THE EXACT ROUTING. EXACT ROUTINGS OF CONDUIT SHALL SUIT THE JOB CONDITIONS. B. CIRCUIT DESIGNATIONS, IN THE FORM OF "HOME RUNS" ON BRANCHES, INDICATE THE DESIGNATION OF THE BRANCH CIRCUIT, THE SIZE AND THE QUANTITY OF BRANCH M CIRCUIT CONDUCTORS, AND THE PANEL BOARD OR INTERCONNECTION BOX FROM WHICH THE BRANCH CIRCUIT IS SERVED. C. MAKE MEASUREMENTS AT THE SITE AND IN THE BUILDING DURING CONSTRUCTION FOR ALL SYSTEMS INSTALLED AS THE WORK PROGRESSES IN SUCH A MANNER THAT THE EQUIPMENT, PIPING, VENTS, DUCTS, CONDUIT, AND BOXES WILL FIT IN THE SPACE AVAILABLE. MAINTAIN HEADROOM AND IF IN UNFINISHED AREAS, BE AS NEATLY INSTALLED, AS OBSCURE AND "OUT-OF-THE-WAY" AS PHYSICALLY POSSIBLE. WHERE MORE THAN ONE TRADE IS INVOLVED IN AN AREA, SPACE OR CHASE, ALL SHALL COOPERATE AND INSTALL THEIR OWN WORK TO UTILIZE THE SPACE EQUALLY BETWEEN THEM IN PROPORTION TO THEIR INDIVIDUAL REQUIREMENTS. IN GENERAL, DUCTWORK SHALL BE GIVEN PREFERENCE EXCEPT WHERE GRADING OF PIPING L BECOMES A PROBLEM, FOLLOWED BY PIPING THEN ELECTRICAL WIRING. IF, AFTER INSTALLATION OF ANY EQUIPMENT, PIPING, DUCTS, CONDUIT, AND BOXES, IT IS DETERMINED THAT AMPLE MAINTENANCE AND PASSAGE SPACE HAS NOT BEEN PROVIDED, REARRANGE WORK AND /OR FURNISH OTHER EQUIPMENT AS REQUIRED FOR AMPLE MAINTENANCE SPACE. D. ANY CHANGES IN THE SIZE OR LOCATION OF THE MATERIAL OR EQUIPMENT SUPPLIED, WHICH MAY BE NECESSARY IN ORDER TO MEET FIELD CONDITIONS OR IN ORDER TO AVOID CONFLICTS BETWEEN TRADES, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER'S REPRESENTATIVE AND APPROVAL RECEIVED BEFORE SUCH ALTERATIONS ARE MADE. K 1.2 QUALITY ASSURANCE A. ELECTRIC EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. ALL METHODS OF CONSTRUCTION, DETAILS OF WORKMANSHIP THAT ARE NOT SPECIFICALLY DESCRIBED OR INDICATED IN THE CONTRACT DOCUMENTS, SHALL BE SUBJECT TO THE CONTROL AND APPROVAL OF THE OWNER'S REPRESENTATIVE. B. EQUIPMENT AND MATERIALS SHALL BE OF THE QUALITY AND MANUFACTURE INDICATED IN THEIR RESPECTIVE SECTIONS OF THE SPECIFICATIONS. THE EQUIPMENT SPECIFIED IS BASED UPON THE ACCEPTABLE MANUFACTURERS LISTED. EQUIPMENT TYPES, DEVICE RATINGS, DIMENSIONS, ETC., CORRESPOND TO THE NOMENCLATURE J DICTATED BY THOSE MANUFACTURERS. WHERE "OR EQUAL" IS STATED, EQUIPMENT SHALL BE EQUAL IN EVERY WAY TO THAT OF THE EQUIPMENT SPECIFIED AND SUBJECT TO APPROVAL. ALL EQUIPMENT SHALL BE TESTED AT THE FACTORY. UNLESS SPECIFIED ELSEWHERE, STANDARD FACTORY INSPECTION AND OPERATIONAL TESTS WILL BE ACCEPTABLE. 1.3 SUBMITTALS A. SUBMIT PRODUCT DATA FOR THE FOLLOWING EQUIPMENT, MATERIALS AND PRODUCTS, INCLUDING ALL FITTINGS AND ACCESSORIES: 1. CONDUIT H 2. WIREWAY AND WIRE TROUGH 3. CHANNEL SUPPORT SYSTEMS 4. CONDUCTORS 5. TERMINAL AND EQUIPMENT CABINETS 6. WIRING DEVICES INCLUDING DIMMERS 7. TELEVISION OUTLETS 8. UNDERGROUND PULLBOXES (HANDHOLES) AND COVERS 9. WATER PROOFING SEALS 10. FLASHING, SEALING, FIRESTOPPING MATERIALS 11. TESTING REPORTS PRIOR TO ENERGIZING EQUIPMENT AND MATERIALS. PART 2-PRODUCTS G 2.1 MATERIALS A. CONDUIT, RACEWAY AND TUBING: 1. RIGID METAL CONDUIT (RMC) SHALL BE HOT -DIPPED GALVANIZED OR ELECTRO-GALVANIZED STEEL, UL LISTED "RIGID METAL CONDUIT." a. ACCEPTABLE MANUFACTURERS: 1) REPUBLIC CONDUIT 2) ALLIED TUBE AND CONDUIT F 3) WHEATLAND TUBE COMPANY 4) APPROVED EQUAL 2. ELECTRICAL METALLIC TUBING (EMT) SHALL BE ELECTRO-GALVANIZED STEEL; UL LISTED. a. ACCEPTABLE MANUFACTURERS: 1) REPUBLIC CONDUIT 2) ALLIED TUBE AND CONDUIT 3) WHEATLAND TUBE COMPANY E 4) APPROVED EQUAL 3. FLEXIBLE METAL CONDUIT SHALL BE CONSTRUCTED ONE CONTINUOUS LENGTH OF ELECTRO-GALVANIZED, SPIRALLY WOUND STEEL STRIP WITH INTERLOCKING CONVOLUTIONS AND INTERIOR SURFACES FREE FROM BURRS AND SHARP EDGES. SHALL BE UL LISTED "FLEXIBLE METAL CONDUIT" OR "LIQUIDTIGHT FLEXIBLE METAL CONDUIT" AS REQUIRED. a. ACCEPTABLE MANUFACTURERS: 1) REPUBLIC CONDUIT 2) ALLIED TUBE AND CONDUIT 3) WHEATLAND TUBE COMPANY D 4) AMERICAN FLEXIBLE CONDUIT COMPANY 4. RIGID NON-METALLIC CONDUIT (SCHEDULE 40 FOR CONCRETE ENCASEMENT, SCHEDULE 80 FOR DIRECT BURIAL OR WHERE EXPOSED) SHALL BE UL LISTED RIGID NON-METALLIC CONDUIT" FOR APPLICATION IN UNDERGROUND, ENCASED, AND EXPOSED APPLICATIONS IN ACCORDANCE WITH THE NEC". THE CONDUIT SHALL BE MADE FROM POLYVINYL CHLORIDE (PVC) AND SHALL BE RATED FOR 900C CONDUCTORS. CONDUIT AND FITTINGS SHALL BE TESTED IN ACCORDANCE WITH THE TESTING REQUIREMENTS DEFINED IN NEMA TC-2, NEMA TC-3, UL-651 AND UL-514. G a. ACCEPTABLE MANUFACTURERS: 1) CARLON 2) HERITAGE PLASTICS 3) PW EAGLE B. CONDUIT FITTINGS: 1. FITTINGS FOR RIGID METAL CONDUIT SHALL BE FULLY THREADED AND SHALL BE OF THE SAME MATERIAL AS THE RESPECTIVE RACEWAY SYSTEM. FITTINGS FOR ELECTRICAL METALLIC TUBING SHALL BE SINGLE SCREW INDENTER FITTINGS FOR CONDUITS UP TO 2 IN. AND DOUBLE SCREW INDENTER FITTINGS B FOR CONDUITS 2 IN. AND LARGER. CONNECTORS SHALL ALSO HAVE INSULATED THROAT OR PLASTIC INSULATING BUSHING UP TO AND INCLUDING 1 IN. SIZE. FOR SIZES 1-1/4 IN. AND LARGER, PROVIDE PLASTIC INSULATING BUSHING. DIE-CAST, PRESSURE CAST FITTINGS SHALL NOT BE USED. FITTINGS FOR RIGID NON-METALLIC CONDUIT SHALL BE SOLVENT CEMENTED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. a. ACCEPTABLE MANUFACTURERS: 1) O.Z. GEDNEY 2) STEEL CITY 3) THOMAS & BETTS A 4) CROUSE-HINDS 5) CARLON C. WIREWAY AND WIRE TROUGH: 2 1 3 1 4 5 6 7 1. WIREWAY AND WIRE TROUGH SHALL BE HINGED COVER TYPE WIREWAY WITH PROVISIONS FOR FULL LAY -IN ALONG THE ENTIRE LENGTH OF RUN. WIREWAY SHALL BE STEEL, ENCLOSED WITH GRAY ENAMEL FINISH. PROVIDE NEMA 1 UNITS FOR INTERIOR/DRY/CLEAN LOCATIONS AND NEMA 12 FOR INTERIOR DRY MAINTENANCE/SHOP/UTILITY LOCATIONS. SIZE TO MEET NEC FILL REQUIREMENTS OR LARGER AS NOTED ON CONTRACT DOCUMENTS. PROVIDE KNOCKOUTS ALONG RUNS. RECESS IN WALL WHERE REQUIRED FOR FLUSH MOUNTED EQUIPMENT. HINGE SHALL BE ON THE BOTTOM OF FRONT FACE FOR HORIZONTAL MOUNTING. PROVIDE ALL ELBOWS, TEES, PULLBOXES, FITTINGS, HANGERS, REDUCERS, SUPPORTS, SUPPORTS, ETC., TO MEET INSTALLATION REQUIREMENTS. a. ACCEPTABLE MANUFACTURERS: 1) SQUARE D "SQUARE DUCT" 2) GENERAL ELECTRIC 3) HOFFMAN 4) MECO D. CHANNEL SUPPORT SYSTEMS: 1. CHANNEL SUPPORT SYSTEMS SHALL BE PROVIDED FOR RACKING OF CONDUIT, TRAPEZE SUSPENSIONS, EQUIPMENT SUPPORT, CABLE RACKS AND PANEL RACKS. CHANNEL SHALL BE STEEL WITH ELECTROPLATED ZINC FINISH FOR INTERIOR DRY LOCATIONS. PROVIDE NECESSARY ACCESSORIES SUCH AS BOLTS, SCREWS, ANCHORS, CONNECTION PLATES, AND STRAPS AS REQUIRED TO PERFORM THE NECESSARY FUNCTIONS. WET LOCATION AND EXTERIOR CHANNEL SUPPORT SYSTEMS SHALL BE STEEL WITH HOT DIPPED GALVANIZED FINISH AND STAINLESS STEEL HARDWARE AS A MINIMUM. CUT ENDS SHALL BE TOUCHED UP WITH SUITABLE MATCHING FINISH. a. ACCEPTABLE MANUFACTURERS: 1) UNISTRUT 2) GLOBE 3) KINDORF 4) B-LINE E. CONDUCTORS AND CABLES: 1. CONDUCTORS SHALL BE INSULATED FOR 600 VOLTS, UNLESS OTHERWISE NOTED, AND SHALL BE STANDARD AWG AND KCMIL SIZES. CONDUCTORS SHALL BE 98% COPPER, THERMAL PLASTIC OR CROSS -LINKED POLYMER INSULATED, HEAT AND MOISTURE RESISTANT. CONDUCTOR SIZES NO. 18 AWG AND SMALLER SHALL BE A SOLID SINGLE STRAND; NO. 16 AWG AND LARGER SHALL BE MULTIPLE STRANDED. MINIMUM CONDUCTOR SIZE SHALL BE #12 AWG EXCEPT SMALLER SIZES MAY BE USED FOR COMMUNICATIONS AND SPECIAL SYSTEMS. CONDUCTOR SIZES SHALL BE AS CALLED FOR. CONDUCTORS SHALL BE LABELED WITH UL SEAL AND BE MARKED WITH THE MANUFACTURER'S NAME, WIRE SIZE AND INSULATION TYPE. INSULATION FOR ALL 600 VOLT CONDUCTORS SHALL BE TYPE THHN/THWN-2 OR TYPE XHHW-2, UNLESS OTHERWISE NOTED. ALL EXTERIOR AND UNDERGROUND CONDUCTORS SHALL BE XHHW-2. LUMINAIRE FIXTURE WIRE SHALL CONFORM TO THE LATEST UNDERWRITERS LABORATORIES REQUIREMENTS. FLEXIBLE CORDS AND CABLES FOR GENERAL PORTABLE USE SHALL BE TYPE SO OR SOOW OR AS NOTED. CABLES FOR SPECIAL USE SHALL BE OF THE TYPE SPECIFIED FOR THE APPLICATION. a. COLOR CODING: 1) ALL CIRCUITS SHALL BE COLOR CODED ACCORDING TO THE FOLLOWING SCHEDULE. THREE PHASE 120/208V THREE PHASE 277/480V GROUND GREEN GREEN NEUTRAL WHITE GREY A OR L1 BLACK BROWN B OR L2 RED ORANGE C OR L3 BLUE YELLOW b. ACCEPTABLE MANUFACTURERS: 1) GENERAL CABLE 2) PRYSMIAN 3) SOUTH WIRE 4) OKONITE 5) SENATOR F. TERMINAL LUGS AND CONNECTORS: 1. THE LUG SHALL BE CAPABLE OF CONTINUOUS OPERATION AT THE CURRENT RATING OF THE CABLE IT IS USED ON. THE LUG SHALL BE UL LISTED PER UL 486A, USING INDUSTRY STANDARD CRIMPING TOOLS AND DIES. TERMINAL LUGS SHALL BE SOLDERLESS, PRESSURE TYPE WITH UL LABEL FOR "CU/AL CONDUCTOR TERMINATIONS. THE LUG SHALL BE A CLOSED -END COMPRESSION (CRIMP) TYPE, CONSTRUCTED OF SEAMLESS, ALLOY SUITABLE FOR COPPER AND/OR ALUMINUM CONDUCTORS TO MATCH THE CONDUCTOR. THE LUG SHALL BE MADE WITH A CHAMFERED INSIDE END, FOR EASE OF CONDUCTOR INSERTION. BOTH ONE AND TWO HOLE LUGS SHALL BE NEMA SIZED FOR STANDARD STUD SIZES AND SPACING. THE LUG SHALL BE DESIGNED FOR USE AT THE SYSTEM VOLTAGE. a. ACCEPTABLE MANUFACTURERS: 1) 3M SCOTCHLOK 30,000 AND 31,000SERIES 2) BURNDY 3) O.Z./GEDNEY 4) THOMAS AND BETTS 2. THE CONDUCTOR CONNECTION SHALL BE CAPABLE OF CONTINUOUS OPERATION AT THE CURRENT RATING OF THE CABLES IT IS USED ON. THE CONNECTION SHALL BE UL LISTED PER UL 486A, USING INDUSTRY STANDARD CRIMPING TOOLS AND IDES. THE CONNECTOR SHALL BE AN INLINE COMPRESSION (CRIMP) TYPE, CONSTRUCTED OF SEAMLESS, TIN-PLATED COPPER. THE CONNECTOR SHALL BE CONSTRUCTED WITH CHAMFERED INSIDE -ENDS AND WITH CENTER CABLE STOPS. THE CONNECTOR SHALL BE DESIGNED FOR USE AT THE SYSTEM VOLTAGE. a. ACCEPTABLE MANUFACTURERS: 1) 3M SCOTCHLOK 10,000 AND 11,000 SERIES 2) BURNDY 3) O.Z./GEDNEY 4) THOMAS AND BETTS 3. "SPLIT -BOLT' CONNECTORS SHALL BE SOLDERLESS TYPE. a. ACCEPTABLE MANUFACTURERS: 1) BURNDY 2) KEARNEY 3) O.Z./GEDNEY 4) THOMAS AND BETTS 5) ANDERSON 4. "TWIST ON" CONNECTORS SHALL BE SPIRAL STEEL SPRING TYPE AND INSULATED WITH VINYL CAP AND SKIRT. a. ACCEPTABLE MANUFACTURERS: 1) 3-M COMPANY "SCOTCH-LOK" 2) IDEAL "WING -NUTS" 3) APPROVED EQUAL G. BOXES: 1. OUTLET BOXES SHALL BE GALVANIZED STEEL, NOT LESS THAN 2-1/2 IN. DEEP, UNLESS RESTRICTED BY THE SURROUNDINGS, 4 IN. SQUARE OR OCTAGONAL, WITH KNOCKOUTS. BOXES AND ASSOCIATED FITTINGS, PLATES AND DEVICES SHALL BE MECHANICALLY FASTENED (SCREWED), FRICTION FITTING IS NOT ACCEPTABLE. OUTLET BOXES EXPOSED TO MOISTURE, SURFACE MOUNTED, EXTERIOR, WET OR DAMP LOCATIONS SHALL BE CADMIUM CAST ALLOY COMPLETE WITH EXTERNAL THREADED HUBS AND GASKETED SCREW FASTENED COVERS. MINIMUM BOX SIZE SHALL BE AS INDICATED IN THE NEC FOR THE CONDUCTORS AND DEVICES INSTALLED. BOXES SHALL BE APPROVED FOR THE ENVIRONMENTAL CONDITION WHERE THEY WILL BE INSTALLED. 5 6 7 8 g 10 a. ACCEPTABLE MANUFACTURERS: 1) STEEL CITY 2) RACO 3) APPLETON 4) CROUSE HINDS 2. TELEPHONE/DATA COMMUNICATIONS OUTLET BOXES: a. 4 IN. X 4 IN. OUTLET BOX WITH SINGLE GANG PLASTER RING WITH BLANK COVER PLATE AND CONDUIT ROUTED TO STORAGE CLOSET. COVER PLATE SHALL MATCH THE RECEPTACLE COVER TYPE. 3. PULL AND JUNCTION BOXES SHALL BE CONSTRUCTED OF NOT LESS THAN 14 GAUGE GALVANIZED STEEL WITH TRIM FOR FLUSH OR SURFACE MOUNTING IN ACCORDANCE WITH THE LOCATION TO BE INSTALLED. PROVIDE SCREW -ON TYPE COVERS. BOXES INSTALLED IN DAMP OR WET LOCATIONS SHALL BE OF RAINTIGHT CONSTRUCTION WITH GASKETED COVER AND THREADED CONDUIT HUBS. IN NO CASE SHALL BOXES BE SIZED SMALLER THAN AS INDICATED NEC FOR CONDUIT AND CONDUCTOR SIZES INSTALLED. BOXES SHALL BE APPROVED FOR THE ENVIRONMENTAL CONDITION OF THE LOCATION WHERE THEY WILL BE INSTALLED. a. ACCEPTABLE MANUFACTURERS: 1) HOFFMAN 2) KEYSTONE 3) APPROVED EQUAL 4. CORROSION RESISTANT BOXES: a. PROVIDE CORROSION RESISTANT BOXES WHERE INDICATED ON DRAWINGS. b. PLASTIC COATED OUTLET BOXES: THREADED HUB TYPE, MALLEABLE IRON BOXES COATED WITH 40MILS THICK POLYVINYLCHLORIDE COATING, OCAL/T&B OCAL BLUE SYSTEM, PCD CORP. KORKAP XL OR ROBROY INDUSTRY PLASTIBOND OR PERMA-COTE. C. NONMETALLIC BOXES: GLASS FIBER REINFORCED POLYESTER, CARLON HIMELINE SERIES, CROUSE-HINDS KRYDON ORROBROY INDUSTRY STAHLIN. H. TERMINAL AND EQUIPMENT CABINETS: 1. TERMINAL AND EQUIPMENT CABINETS SHALL BE CODE GAUGE GALVANIZED STEEL WITH REMOVABLE ENDWALLS. FRONTS SHALL BE OF CODE GAUGE STEEL, FLUSH OR SURFACE TYPE (AS INDICATED) WITH CONCEALED TRIM CLAMPS, CONCEALED HINGES, FLUSH LOCK, AND GREY BAKED ENAMEL FINISH. BOXES AND FRONT SHALL BE UL LISTED AND SHALL BE MINIMUM 35 IN. H X 24 IN. W X 6 IN. D. PROVIDE REMOVABLE INSULATED PLYWOOD TERMINAL BOARD MOUNTED ON INSIDE BACK WALL OF CABINET. a. ACCEPTABLE MANUFACTURER: 1) SQUARE D "MONO -FLAT" 2) APPROVED EQUAL I. WIRING DEVICES: 1. WIRING DEVICES (TOGGLE SWITCHES, KEY SWITCHES, RECEPTACLES, DIMMERS, OCCUPANCY SENSORS, ETC.) SHALL BE SPECIFICATION GRADE AS A MINIMUM. SWITCH HANDLE AND RECEPTACLE FACE COLOR SHALL BE AS DIRECTED BY THE ARCHITECT. PROVIDE DEVICE COVER PLATES OF SATIN FINISH TYPE 302 STAINLESS STEEL IN FINISHED AREAS AND ROUNDED RAISED (STEEL CITY 450/460 SERIES) ONLY FOR SURFACE MOUNTED LOCATIONS IN UNFINISHED AREAS. PROVIDE NEOPRENE GASKETED CAST ALUMINUM/ZINC BOX WITH HINGED (FOR RECEPTACLE) RAIN TIGHT CAST ALUMINUM/ZINC LOCKABLE WHILE IN USE COVER WITH STAINLESS STEEL HARDWARE FOR DEVICES DESIGNATED "WP". a. ACCEPTABLE MANUFACTURERS: 1) PASS AND SEYMOUR 2) HUBBELL 3) LEVITON 2. TOGGLE/SNAP SWITCHES: a. UNITS SHALL BE QUIET OPERATION, QUICK MAKE/QUICKBREAK, RATED FOR 20A/120-277V/1 HP AT 120/277V, SIDE/BACK WIRED, WITH NYLON/POLYCARBONATE TOGGLE, SELF -GROUNDING MOUNTING SCREW CLIP PLATE (NOT STAPLE), GROUND TERMINAL AND SILVER ALLOY CONTACTS. UNITS SHALL MEET LATEST FEDERAL SPECIFICATION WS-896, NEMA WD-1 AND UL TEST 20. SINGLE POLE UNITS SHALL BE HUBBELL HBL1221, P&S 20AC1 OR LEVITON 1221-2. PROVIDE TWO POLE, THREE WAY, FOUR WAY, ILLUMINATED HANDLE, KEYED, ETC. TYPE OF THE SAME QUALITY AND MODEL. 3. RECEPTACLES: a. PROVIDE RECEPTACLES WHERE INDICATED ON THE DRAWINGS AND WHERE CALLED FOR. PROVIDE TYPE RECEPTACLE AS INDICATED AND IF NOT INDICATED THEN UTILIZE GENERAL RECEPTACLE. b. GENERAL RECEPTACLE: UNITS SHALL BE NEMA 5-20R, DUPLEX, 20A, 125V, SIDE/BACK WIRED, #14 TO 10AWG SCREW TERMINALS WITH NYLON FACE, INDENTED BRASS CONTACTS FOR THREE POINT CONNECTION, SELF -GROUNDING STAINLESS STEEL MOUNTING SCREW CLIP PLATE AND GREEN GROUND TERMINAL. SHALL MEET REQUIREMENTS OF FEDERAL SPECIFICATION W-C-596, NEMA WD-6 AND UL 498. 1) UNITS SHALL HAVE 0.03" THICK BRASS CONTACTS, 0.04 INCH GALVANIZED STEEL MOUNTING STRAP AND BE: HUBBELL BR20, P&S BR20 OR LEVITON BR20. c. GROUND FAULT INTERRUPTING RECEPTACLES: UNITS SHALL BE AS SPECIFIED ABOVE FOR GENERAL RECEPTACLE AND HAVE 5MA INTERRUPTING GROUND FAULT LEVEL, TEST/RESET FRONT BUTTONS, FULL THROUGH FEED CAPABILITY, POWER OFF ON REVERSE WIRED SENSING, 1OKA SHORT CIRCUIT CURRENT RATING, BE TAMPER/WEATHER RESISTANT AND IN COMPLIANCE WITH UL 943. UNIT SHALL SELF -TEST FUNCTION TO PERIODICALLY TEST THE COMPONENTS AUTOMATICALLY AND INDICATE A FAILURE CONDITION UTILIZING AN LED. SHALL BE HUBBELL GFR5362, P&S 2096TR OR LEVITON S7599TR. d. TAMPER RESISTANT RECEPTACLES: UNITS SHALL BE AS SPECIFIED ABOVE FOR GENERAL RECEPTACLE AND HAVE PROTECTIVE SHUTTERS TO PREVENT ENTRY INTO THE LINE OR GROUNDED FRONT OPENINGS UNLESS ALL PLUG PRONGS ARE PRESENT. e. SPECIAL RECEPTACLES: PROVIDE OTHER TYPE RECEPTACLES AS INDICATED HEREIN OR ON THE DRAWINGS. SUCH RECEPTACLES SHALL BE HUBBELL, P&S OR LEVITON HIGHEST GRADE AVAILABLE. 4. TELEVISION OUTLETS: a. 4 IN. X 2 IN. OUTLET BOX WITH BLANK COVER PLATE AND CONDUIT ROUTED TO LOCATION INDICATED ON DRAWINGS. COVER PLATE SHALL MATCH THE RECEPTACLE COVER TYPE. J. UNDERGROUND PULLBOXES (HANDHOLES): 1. SIDEWALK AND GRASS AREAS: BOXES SHALL BE COMPRISED OF COMPOSITE MATERIAL WITH STAINLESS STEEL HARDWARE AND ANSI TIER 8 RATING MINIMUM. PROVIDE CONDUIT/DUCT OPENINGS PER THE PLANS/SCHEMATICS WITH SPARE CAPACITY FOR 2 - 2" IN EACH SIDE WALL, MINIMUM. BOX SHALL BE MINIMUM 2'-0" WIDE X 2'-0 LONG X T-0" DEEP INSIDE DIMENSIONS, OR LARGER AS REQUIRED TO MEET NEC REQUIREMENTS. COVER SHALL BE IMPRINTED WITH EITHER "ELECTRIC", "TELEPHONE", ETC. TO DESIGNATE TYPE OF SERVICE. PROVIDE 18 IN. OF #2 CRUSHED STONE UNDER PULLBOX AND 18 IN. BEYOND. REFER TO DRAWINGS PER DETAILS AND LOCATIONS. a. MANUFACTURERS: 1) QUAZITE 2) OLD CASTLE 3) APPROVED EQUAL K. DUCTBANKS: 8 9 10 11 11 12 13 1 14 1. DUCTBANKS SHALL BE RIGID NON-METALLIC CONDUIT SYSTEM. PROVIDE ALL SLEEVE JOINTS, COUPLINGS, BEND SECTIONS, BENDS, ELBOWS, OFFSETS, ANGLE COUPLINGS, BELL ENDS, CAPS, BASE SPACERS AND INTERMEDIATE SPACERS AS REQUIRED TO MEET FIELD CONDITIONS. ALL BENDS, STUB -UPS AND WALL, SLAB OR FLOOR -BUILDING PENETRATIONS SHALL BE RIGID STEEL CONDUIT WITHOUT EXCEPTION. L. WATERPROOFING SEALS: 1. PROVIDE EXPANDING LINK TYPE SEAL, FOR INSTALLATION BETWEEN DUCT/CONDUIT, AND SLEEVE OR CORE -DRILLED HOLE IN CONCRETE. 2. MAKE: LINK SEAL, MANUFACTURED BY THUNDERLINE CORP., OR APPROVED EQUAL. M. FLASHING, SEALING, FIRE -STOPPING: 1. FIRE -STOPPING FOR OPENINGS THROUGH FIRE AND SMOKE RATED WALL AND FLOOR ASSEMBLIES: a. PROVIDE MATERIALS AND PRODUCTS LISTED OR CLASSIFIED BY AN APPROVED INDEPENDENT TESTING LABORATORY FOR "THROUGH - PENETRATION FIRE -STOP SYSTEMS". THE SYSTEM SHALL MEET THE REQUIREMENTS OF "FIRE TESTS OF THROUGH -PENETRATION FIRE - STOPS" DESIGNATED ASTM E814. b. PROVIDE FIRE -STOP SYSTEM SEALS AT ALL LOCATIONS WHERE PIPING, TUBING, CONDUIT, ELECTRICAL BUSWAYS/CABLES/WIRES, DUCTWORK AND SIMILAR UTILITIES PASS THROUGH OR PENETRATE FIRE RATED WALL OR FLOOR ASSEMBLY. PROVIDE FIRE -STOP SEAL BETWEEN SLEEVE AND WALL FOR DRYWALL CONSTRUCTION. C. THE MINIMUM REQUIRED FIRE RESISTANCE RATINGS OF THE WALL OR FLOOR ASSEMBLY SHALL BE MAINTAINED BY THE FIRE -STOP SYSTEM. THE INSTALLATION SHALL PROVIDE AN AIR AND WATERTIGHT SEAL. d. THE METHODS USED SHALL INCORPORATE QUALITIES, WHICH PERMIT THE EASY REMOVAL OR ADDITION OF ELECTRICAL CONDUITS OR CABLES WITHOUT DRILLING OR USE OF SPECIAL TOOLS. THE PRODUCT SHALL ADHERE TO ITSELF TO ALLOW REPAIRS TO BE MADE WITH THE SAME MATERIAL AND PERMIT THE VIBRATION, EXPANSION AND/OR CONTRACTION OF ANY ITEMS PASSING THROUGH THE PENETRATION WITHOUT CRACKING, CRUMBLING AND RESULTING REDUCTION IN FIRE RATING. 2. ACCEPTABLE MANUFACTURERS: a. DOW CORNING FIRE -STOP SYSTEM FOAMS AND SEALANTS b. NELSON ELECTRIC FIRE -STOP SYSTEM PUTTY, CLK AND WRP C. S-100 FS500/600, THOMAS & BETTS d. CARBORUNDUM FYRE PUTTY e. 3-M FIRE PRODUCTS PART 3 - EXECUTION 3.1 INSTALLATION A. UNLESS OTHERWISE NOTED, WIRING FOR ALL SYSTEMS INDICATED IN THE CONTRACT DOCUMENTS SHALL CONSIST OF INSULATED CONDUCTORS INSTALLED IN RACEWAYS. RACEWAYS SHALL BE CONTINUOUS FROM OUTLET BOX TO OUTLET BOX AND FROM OUTLET BOX TO CABINET, JUNCTION OR PULL BOX. SECURE AND BOND RACEWAYS TO ALL BOXES AND CABINETS SO THAT EACH SYSTEM OF RACEWAYS IS ELECTRICALLY CONTINUOUS THROUGHOUT. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, INSTALL ALL WIRING IN THE FOLLOWING RACEWAY SYSTEM: 1. WIRING 600 VOLTS OR LESS IN DRY LOCATIONS: ELECTRICAL METALLIC TUBING. 2. WIRING 600 VOLTS OR LESS IN OUTDOORS, ABOVE GRADE LOCATIONS: RIGID METAL CONDUIT. 3. WIRING 600 VOLTS OR LESS INSTALLED BELOW GRADE, IN CONCRETE FLOOR SLABS OR BELOW GROUND FLOOR SLAB: RIGID NON-METALLIC CONDUIT WITH RIGID METAL CONDUIT BENDS AND PENETRATIONS THROUGH BUILDING FLOORS AND WALLS. 4. ALL WIRING INSTALLED IN CORROSIVE LOCATIONS: SCHEDULE 80 RIGID NOW METALLIC CONDUIT. 5. FLEXIBLE METAL CONDUIT SHALL BE USED FOR FINAL CONNECTION TO ALL MOTORS, FINAL CONNECTION TO ROTATING OR VIBRATING EQUIPMENT, FINAL CONNECTIONS TO DRY TYPE TRANSFORMERS AND FINAL CONNECTIONS TO RECESSED LIGHTING FIXTURES. LIQUIDTIGHT FLEXIBLE CONDUIT SHALL BE USED IN ALL WET, DAMP, OR CORROSIVE LOCATIONS. MAXIMUM LENGTH OF FLEXIBLE CONDUIT SHALL BE 36 IN., EXCEPT THAT FROM OUTLET BOXES TO LIGHTING FIXTURE MAXIMUM LENGTH SHALL BE 6 FT. PROVIDE GREEN INSULATED EQUIPMENT GROUNDING CONDUCTOR IN ALL FLEXIBLE METAL CONDUIT. 6. SURFACE METAL RACEWAY SHALL BE USED FOR SURFACE RUNS IN FINISHED AREA WHERE CONCEALED CONDUIT CANNOT BE RUN OR WHERE SPECIFICALLY INDICATED ON DRAWINGS. B. RACEWAYS: 1. SIZED AS INDICATED ON THE DRAWINGS. WHERE SIZES ARE NOT INDICATED, RACEWAYS SHALL BE SIZED AS REQUIRED BY THE NATIONAL ELECTRICAL CODE IN ACCORDANCE WITH THE QUANTITY, SIZE, AND TYPE OF THE INSULATION CONDUCTORS TO BE INSTALLED. RACEWAYS SHALL BE MINIMUM 1/2 IN. TRADE SIZE FOR BRANCH CIRCUIT WIRING AND MINIMUM 3/4 IN. TRADE SIZE FOR ALL TELEPHONE INTERCOMMUNICATIONS, INSTRUMENTATION, FIRE ALARM, TELEVISION AND COMPUTER SYSTEMS AND FOR ALL BRANCH CIRCUIT "HOME RUNS" TO PANELBOARDS. 2. INSTALLED TO PROVIDE ADEQUATE GROUNDING BETWEEN ALL OUTLETS AND THE ESTABLISHED ELECTRICAL SYSTEM GROUND. 3. CUT SQUARE, FREE OF BURRS DUE TO FIELD CUTTING OR MANUFACTURE, AND BUSHED WHERE NECESSARY. BOLT LENGTH SHALL NOT EXTEND MORE THAN 1/4 IN. BEYOND A NUT. 4. INSTALLED WITH EXTERIOR SURFACES NOT LESS THAN 6 IN. FROM ANY SURFACE WITH NORMAL OPERATING TEMPERATURE OF 200°F OR HIGHER. 5. PLUGGED AT THE ENDS OF EACH ROUGHED -IN RACEWAY WITH AN APPROVED CAP OR DISC TO PREVENT THE ENTRANCE OF FOREIGN MATERIALS DURING CONSTRUCTION. 6. CONCEALED THROUGHOUT EXCEPT WHERE EXPOSURE IS PERMITTED BY THE OWNER'S REPRESENTATIVE. ALL EXPOSED RACEWAYS SHALL BE PAINTED TO MATCH EXISTING ADJACENT SURFACE FINISH AS DIRECTED BY THE ARCHITECT. 7. INSTALLED PARALLEL OR PERPENDICULAR TO FLOORS, WALLS AND CEILINGS WHERE EXPOSED WIRING IS PERMITTED. 8. INSTALLED WITH A MINIMUM OF BENDS AND OFFSETS. ALL BENDS SHALL BE MADE WITHOUT KINKING OR DESTROYING THE CROSS SECTION CONTOUR OF THE RACEWAY. FACTORY MADE BENDS ARE ACCEPTABLE AND SHOULD BE CONSIDERED FOR RACEWAYS LARGER THAN 2 IN. 9. INSTALLED WITH UL APPROVED RAIN -TIGHT AND CONCRETE -TIGHT COUPLINGS AND CONNECTORS. 10. FIRMLY FASTENED WITHIN 3 FT. OF EACH OUTLET BOX, JUNCTION BOX, CABINET OR FITTING. RACEWAYS SHALL NOT BE ATTACHED TO OR SUPPORTED BY WOODEN PLUG ANCHORS OR SUPPORTED FROM MECHANICAL WORK SUCH AS DUCTWORK, PIPING, ETC. 11. INSTALLED WITH A #14 AWG FISH WIRE IN ALL TELEPHONE, INTERCOMMUNICATION, "SPARE" OR "EMPTY" CONDUIT RUNS TO FACILITATE FUTURE INSTALLATION OF CONDUCTORS. 12. INSTALLED WITH EXPANSION FITTINGS AT ALL BUILDING EXPANSION JOINTS SUCH THAT NO UNDUE STRESS IS PLACED ON ANY ELECTRICAL RACEWAY DUE TO THE PROPER FUNCTIONING OF EXPANSION JOINTS. 13. ARRANGED IN A NEAT MANNER FOR ACCESS AND ALLOW FOR ACCESS TO WORK INSTALLED BY OTHER TRADES. 12 13 14 15 N An rf--,) rLfl NE rr"Tu E nu n- • (� M �NVEDD �on 8 307 Washington Avenue L Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK RESTROOM BUILDINGK 512 MAIN STREET WEST YARMOUTH, MA 02673 I ENGiNEEP N MecknricatlE'ectricat Engineering Consuftcir,Ps piz! G Y " Fooh. i : i Bid?ar„ Byraaue< 123G� '1110F o JAMES B CHATELLE 0 ELECTRICAL No. 48524 D DA PRItIJECT • • G IF Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 E Drawn Project Manager P.I.C. CJE E, AB 7E SHEET TITLE ELECTRICAL SPECIFICATIONS SHEET NUMBER E003 15 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. I I A 1 2 3 4 5 6 7 8 g 10 11 12 13 14 15 N M L K H E D C B A 14. IF IT IS NECESSARY TO BURN HOLES THROUGH WEBS OF BEAMS OR GIRDERS, 6. BRANCH CIRCUITS CONNECTED TO A 20A CIRCUIT BREAKER SHALL BE SIZED 1. INSTALL JUNCTION AND PULL BOXES IN READILY ACCESSIBLE LOCATIONS. CALL SUCH POINTS TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE AS INDICATED EXCEPT FOR LENGTHS EXCEEDING 75 FT. FOR CIRCUITS ACCESS TO BOXES SHALL NOT BE BLOCKED BY EQUIPMENT, PIPING, DUCTS AND RECEIVE WRITTEN APPROVAL BOTH AS TO LOCATION AND SIZE OF HOLE LONGER THAN 75 FT. TO 100 FT. UTILIZE NO. 10 AWG CONDUCTORS (LINE, AND THE LIKE. PROVIDE ALL NECESSARY JUNCTION OR PULL BOXES BEFORE PROCEEDING WITH WORK. ALL HOLES SHALL BE BURNED NO LARGER NEUTRAL AND GROUND) AND FOR CIRCUITS FROM 100 FT. TO 150 FT. UTILIZE REQUIRED DUE TO FIELD CONDITIONS AND SIZE AS REQUIRE BY THE NATIONAL THAN ABSOLUTELY NECESSARY. NO. 8 AWG (LINE, NEUTRAL AND GROUND) UNLESS OTHERWISE INDICATED. ELECTRICAL CODE. CONDUIT SIZE SHALL BE MODIFIED IN ACCORDANCE WITH THE NEC. 15. BECOME FAMILIAR WITH THE GENERAL CONSTRUCTION OF THE BUILDING AND 1. EQUIPMENT MOUNTING HEIGHTS: PLACE SLEEVES, INSERTS, ETC., AS REQUIRED. ALL PENETRATIONS THROUGH 7. FOR SPLICES AND TAPS, NO. 10 AWG AND SMALLER, USE SOLDERLESS "TWIST EXISTING FLOORS SHALL BE CORE DRILLED AND SLEEVED. ON" CONNECTORS HAVING SPIRAL STEEL SPRING AND INSULATED WITH A 1. UNLESS OTHERWISE NOTED, MOUNT DEVICES AND EQUIPMENT AT HEIGHTS VINYL CAP AND SKIRT. MEASURED FROM FINISHED FLOOR TO DEVICE/EQUIPMENT CENTERLINE AS 16. WHEREVER A CLUSTER OF FOUR (4) OR MORE RACEWAYS RISE OUT OF FLOOR FOLLOWS: EXPOSED, PROVIDE NEATLY FORMED 6 IN. HIGH CONCRETE ENVELOP, WITH 8. FOR SPLICES AND TAPS, NO. 8 AND LARGER, USE INSULATED SOLDERLESS SET CHAMFERED EDGES, AROUND RACEWAYS. SCREW AUCU OR HYDRAULICALLY COMPRESSED SLEEVE FITTINGS SUITABLE TOGGLE SWITCHES (UP POSITION "ON") 46 IN. FOR THE INTENDED USE. 17. ALL RACEWAYS SHALL BE SUPPORTED ADEQUATELY BY MALLEABLE IRON PIPE WALL LIGHTING CONTROLS (DIMMER, 46 IN. CLAMPS OR OTHER APPROVED METHODS. IN EXTERIOR OR WET LOCATIONS, 9. USE CAST CONNECTIONS FOR GROUND CONDUCTORS. DIGITAL SWITCH, ETC. SUPPORTS SHALL ALLOW NOT LESS THAN 1/4 IN. AIR SPACE BETWEEN RACEWAY AND WALL. FIRMLY FASTEN RACEWAY WITHIN 3 FT. OF EACH 10. PROVIDE MINIMUM 6 IN. OF SPARE/SLACK OF EACH CONDUCTOR IN EACH RECEPTACLE OUTLETS (LONG DIMENSION 18 IN. OUTLET BOX, JUNCTION BOX, CABINET OR FITTING. THE FOLLOWING TABLE JUNCTION OR PULL BOX AND TERMINATION. VERTICAL, GROUND" POLE FARTHEST LISTS MAXIMUM SPACING BETWEEN CONDITIONS, STRENGTH OF SUPPORTING FROM FLOOR) MEMBERS, ETC. 11. MAKE ALL SPLICES AND CONNECTIONS IN ACCESSIBLE BOXES AND CABINETS ONLY. RECEPTACLE OUTLETS ABOVE 8 IN. ABOVE 18. FURNISH AND INSTALL SUCH SUPPORTS AT NO ADDITIONAL COST TO OWNER. COUNTERS COUNTERS 12. COVER UNINSULATED SPLICES, JOINTS, AND FREE ENDS OF CONDUCTOR WITH CONDUIT TRADE SIZE TYPE OF RUN HORIZONTAL SPACING IN FEET VERTICAL SPACING IN FEET 1/2 IN., 3/4 IN. CONCEALED 7 10 1 IN., 1-1/4 IN. CONCEALED 8 10 1-1/2 IN. AND LARGER CONCEALED 10 10 1/2 IN., 3/4 IN. EXPOSED 5 7 1 IN., 1-1/4 IN. EXPOSED 7 8 1-1/2 IN. AND LARGER EXPOSED 10 10 RUBBER AND FRICTION TAPE OF PVC ELECTRICAL TAPE. PLASTIC INSULATING RECEPTACLE OUTLETS, ABOVE HOT 30 IN. CAPS MAY SERVE AS INSULATION. HEAT SHRINK SLEEVES SHALL BE WATER OR STEAM BASEBOARD HEATERS. ACCEPTABLE FOR CRIMP TYPE SPLICES. DO NOT INSTALL RECEPTACLE OUTLETS ABOVE ELECTRIC BASEBOARD HEATERS 13. ON TERMINATION AT BRANCH CIRCUIT OUTLETS, LEAVE A MINIMUM OF 8 IN. FREE CONDUCTOR FOR INSTALLATION OF DEVICES AND FIXTURES. RECEPTACLE OUTLETS, HAZARDOUS 48 IN. AREAS; ALSO FOR REFRIGERATORS 14. FEEDER CONDUCTORS SHALL BE CONTINUOUS FROM POINT OF ORIGIN TO LOAD TERMINATION WITHOUT SPLICE. IF THIS IS NOT PRACTICAL, CONTACT RECEPTACLE OUTLETS, WEATHERPROOF, 24 IN. THE OWNER'S REPRESENTATIVE AND RECEIVE WRITTEN APPROVAL FOR ABOVE -GRADE SPLICING PRIOR TO INSTALLATION OF FEEDER(S). WHERE FEEDER CONDUCTORS PASS THROUGH JUNCTION AND PULL BOXES, BIND AND LACE TELEPHONE OUTLETS 18 IN. 19. WHERE RACEWAYS PUNCTURE ROOF, INSTALL PITCH POCKETS AS REQUIRED CONDUCTORS OF EACH FEEDER TOGETHER. FOR PARALLEL SETS OF CONDUCTORS, MATCH LENGTHS OF CONDUCTORS AS NEAR EQUAL AS TELEPHONE OUTLETS, WALL MOUNTED 46 IN. IN ORDER THAT THE ROOF WARRANTY IS MAINTAINED. COORDINATE WITH POSSIBLE. REPRESENTATIVE OF ROOFING MATERIAL MANUFACTURER. T.V. OUTLET 18 IN. 20. AT EACH FLUSH MOUNTED PANELBOARD, TERMINAL CABINET, CONTROL 15. BRANCH CIRCUIT CONDUCTORS INSTALLED IN PANELBOARDS, AND CONTROL CONDUCTORS INSTALLED IN CONTROL CABINETS AND PANELS SHALL BE DISTRIBUTION PANELBOARDS, TO TOP OF 72 IN. CABINET, ETC., PROVIDE FOUR (4) SPARE 3/4 IN. RACEWAYS FROM NEATLY BOUND TOGETHER USING "TY-RAPS" OR EQUAL. BACKBOX PANELBOARD, ETC., TO AN AREA ABOVE THE NEAREST ACCESSIBLE CEILING SPACE. MAKE 90° TURN ABOVE THE CEILING, ARRANGED FOR FURTHER 16. LIGHTING FIXTURES, DETECTORS, ETC., IN MECHANICAL EQUIPMENT, BOILER TERMINAL CABINETS, CONTROL 72 IN. CONTINUATION OF RACEWAY, AND CAP. AND PUMP ROOMS SHALL BE INSTALLED WITH EXPOSED WIRING AFTER CABINETS, TO TOP OF BACKBOX 21. PROVIDE A BUSHING AT EACH CONDUIT TERMINATION UNLESS FITTING AT BOX EQUIPMENT, DUCTWORK, PIPING, ETC., ARE IN PLACE. IN GENERAL, LIGHTING SHALL BE AS LOCATED ON THE DRAWINGS; WHERE CONFLICTS EXIST; LOCATE DISCONNECT SWITCHES, MOTOR 48 IN. WHERE CONDUIT TERMINATES HAS HUBS DESIGNED IN SUCH A MANNER TO LIGHTS FOR BEST DISTRIBUTION. STARTERS, ENCLOSED CIRCUIT AFFORD EQUAL PROTECTION TO CONDUCTORS. PROVIDE GROUNDING TYPE BREAKERS. INSULATED BUSHINGS ON ALL CONDUIT SIZES 2 IN. TRADE SIZE AND LARGER 17. PROVIDE CABLE/CONDUCTOR VERTICAL SUPPORT IN ACCORDANCE WITH THE AND ON ALL FEEDER RACEWAYS REGARDLESS OF SIZE. PROVIDE STANDARD NEC. BUSHINGS FOR CONDUITS 1 IN. AND SMALLER UNLESS OTHERWISE STATED. 2. WHERE STRUCTURAL OR OTHER INTERFERENCES PREVENT COMPLIANCE 18. HANDHOLES: WITH MOUNTING HEIGHTS LISTED ABOVE, CONSULT OWNER'S 22. DIFFERING TEMPERATURES: FOR RACEWAYS ROUTED BETWEEN AREAS WITH REPRESENTATIVE FOR APPROVAL TO CHANGE LOCATION BEFORE DIFFERING TEMPERATURES (INTERIOR TO EXTERIOR, WALK IN a. PROVIDE CABLE RACKS, AND SECURELY FASTEN ALL CABLES. INSTALLATION. COOLERS/FREEZERS, ENVIRONMENTAL CHAMBERS, ETC.) INSTALL RACEWAY SUPPORT STANCHIONS SHALL BE SPACED 3 FT. APART MAXIMUM. AS FOLLOWS: J. HANGERS AND SUPPORTS: a. PROVIDE A THERMAL BREAK, 4 IN. MINIMUM OF STAINLESS STEEL OR b. PROVIDE SEPARATION OF CONDUCTORS OF DIFFERENT SYSTEMS PER NEC REQUIREMENTS. 1. PROVIDE STEEL ANGLES, CHANNELS AND OTHER MATERIALS NECESSARY FOR SCHEDULE 40 PVC CONDUIT WITHIN SPACE WALUSEPARATION. THE PROPER SUPPORT AND ERECTION OF MOTOR STARTERS, DISTRIBUTION C. PITCH ALL RACEWAYS TOWARD THE HANDHOLE. PANELBOARDS, LARGE DISCONNECT SWITCHES, LARGE CIRCUIT BREAKERS, b. SEAL RACEWAY PENETRATION THROUGH THE WALL/SEPARATION. PENDANT MOUNTED LIGHTING FIXTURES, ETC. d. MORTAR AND BRICK THE THROATS OF HANDHOLES TO GRADE LEVEL. C. PROVIDE A BOX ON EACH SIDE OF THE SPACE WALUSEPARATION. SET COVER RIM TO 1 IN. ABOVE GRASS AREAS AND FLUSH WITH 2. PANELBOARDS, DISCONNECT SWITCHES, CIRCUIT BREAKERS, CABINETS, FINISHED AREAS. WATERPROOF THROAT WITH ELASTIC BITUMINOUS LARGE PULL BOXES, ADJUSTABLE SPEED DRIVES, CABLE SUPPORT BOXES d. PROVIDE RACEWAY INTERIOR SEALANT (DUCT SEAL OR SUITABLE PLASTIC CEMENT COATING. AND STARTERS SHALL BE SECURED TO THE BUILDING STRUCTURE AND NOT FOAM) TO PROVIDE A COMPLETE AIR BARRIER AFTER CONDUCTORS SUPPORTED FROM CONDUITS. SMALL PANELBOARDS, ETC., AS APPROVED BY ARE INSTALLED. E. OUTLET BOXES: OWNER'S REPRESENTATIVE, MAY BE SUPPORTED ON WALLS. RACKS FOR SUPPORT OF CONDUITS AND HEAVY ELECTRICAL EQUIPMENT SHALL BE e. MOUNTING OF RACEWAY AND BOXES ON EQUIPMENT SHALL BE 1. CONSIDER LOCATION OF OUTLETS SHOWN ON DRAWINGS AS APPROXIMATE SECURED TO BUILDING CONSTRUCTION BY SUBSTANTIAL STRUCTURAL COORDINATED AND APPROVED BY THE EQUIPMENT MANUFACTURER. ONLY. STUDY ARCHITECTURAL, PROCESS PIPING, MECHANICAL, PLUMBING, SUPPORTS. STRUCTURAL, ROUGHING -IN, ETC., DRAWINGS AND NOTE SURROUNDINGAREAS 23. RACEWAY INSTALLED IN WET/DAMP LOCATIONS OR ON EXTERIOR WALLS IN WHICH EACH OUTLET IS TO BE LOCATED: LOCATE OUTLET SO THAT K. IDENTIFICATION: SHALL HAVE A SPACER MANUFACTURED FOR THIS PURPOSE PROVIDED TO WHEN FIXTURES, .MOTORS, CABINETS, EQUIPMENT, ETC., ARE PLACED IN MAINTAIN A SPACENOID BETWEEN THE MOUNTING SURFACE AND THE POSITION, OUTLET WILL SIT SERVE ITS DESIRED PURPOSE. WHERE CONFLICTS 1. PROVIDE ENGRAVED LAMICOID IDENTIFICATION NAMEPLATES ON RACEWAY. ARE NOTED BETWEEN DRAWINGS, CONTACT OWNER'S REPRESENTATIVE FOR SWITCHBOARDS, MAIN SERVICE DISCONNECTS, TRANSFER SWITCHES, MOTOR DECISION PRIOR TO INSTALLATION. COMPLY WITH THE NEC RELATIVE TO CONTROL CENTERS AND ON ALL PANELBOARDS USING DESIGNATION SHOWN C. UNDERGROUND RACEWAYS AND DUCTBANKS: POSITION OF OUTLET BOXES IN FINISHED CEILINGS AND WALLS. IN PANELBOARD SCHEDULE. INCLUDE VOLTAGE, PHASE, EQUIPMENT SERVED, VOLTAGE SOURCE TO PANEL OR EQUIPMENT. 1. ENCASE ALL UNDERGROUND RACEWAYS iN CONCRETE, SAND (NYSDOT 2. PRIOR TO INSTALLATION, RELOCATE ANY OUTLET LOCATION A DISTANCE OF 5 0733-15), NO. 1 CRUSHED STONE (NYSDOT 0703-02) OR PEA STONE (NYSDOT FT. IN ANY DIRECTION FROM LOCATION INDICATED ON DRAWINGS IF SO 2. PROVIDE ENGRAVED LAMICOID IDENTIFICATION NAMEPLATES FOR EACH 0702-0203). CONCRETE ENCASEMENT SHALL BE UTILIZED WHERE INDICATED DIRECTED BY THE OWNER'S REPRESENTATIVE. PRIOR TO COMPLETION OF CIRCUIT BREAKER IN THE MAIN DISTRIBUTION PANEL LISTING THE AND FOR CIRCUIT VOLTAGES OVER 600V. FOR CONCRETE ENCASEMENT, WALL CONSTRUCTION, ADJUST VERTICAL HEIGHT OF ANY OUTLET FROM PANELBOARD OR EQUIPMENT CONNECTED TO EACH DEVICE. FORM CONCRETE. ENVELOPE AROUND RACEWAYS, 3 IN. MINIMUM THICKNESS HEIGHT INDICATED IF SO DIRECTED BY OWNER'S REPRESENTATIVE. THE CONCRETE AT TOP, BOTTOM AND SIDES OF RACEWAYS, CONDUITS ON 7-1/2 IN. ABOVE MODIFICATIONS SHALL BE MADE AT NO ADDITIONAL COST TO THE 3. PROVIDE ENGRAVED LAMICOID IDENTIFICATION NAMEPLATES ON ALL ITEMS OF CENTERS BOTH DIRECTIONS WITH CONCRETE BETWEEN RACEWAYS. TOP OF OWNER: EQUIPMENT INCLUDING INDIVIDUAL CIRCUIT BREAKER ENCLOSURES AND CONCRETE ENVELOPE SHALL BE FINISHED NOT LESS THAN 24 IN. BELOW DISCONNECT SWITCHES, LISTING THE EQUIPMENT CONNECTED TO THE FINISHED GRADE, EXCEPT WHERE UNDER BUILDING SLABS. OPEN TRENCH 3. WHERE OUTLETS AT DIFFERENT MOUNTING HEIGHTS ARE INDICATED ON PARTICULAR DEVICE PROVIDED UNDER SPECIFICATION SECTION 262000, FOR ITS COMPLETE LENGTH BEFORE CONCRETE IS POURED; IF ANY DRAWINGS ADJACENT TO EACH OTHER (DUE TO LACK OF PHYSICAL SPACE TO INCLUDING, BUT NOT LIMITED TO: STARTERS, DISCONNECT SWITCHES, OBSTRUCTIONS ARE ENCOUNTERED, MAKE PROVISIONS TO AVOID THEM. SHOW SYMBOL ON DRAWINGS), INSTALL OUTLETS ON A COMMON VERTICAL ADJUSTABLE SPEED DRIVES, CIRCUIT BREAKERS, ETC. INCLUDE VOLTAGE, SUPPORT RACEWAYS MINIMUM 3 IN. ABOVE BOTTOM OF TRENCH BEFORE LINE. PHASE, EQUIPMENT SERVED, VOLTAGE SOURCE TO PANEL OR EQUIPMENT. POURING. FURNISH AND INSTALL PRECAST CONCRETE, PLASTIC OR FIBER SPACERS. STAGGER COUPLINGS. WHEN CONCRETE IS SPECIFIED, SECURELY 4. WHERE SWITCH OUTLETS ARE SHOWN ADJACENT TO STRIKE SIDE OF DOOR, 4. PROVIDE COMPLETE TYPE WRITTEN DIRECTORY FOR EACH PANELBOARD TIE RACEWAYS IN PLACE TO PREVENT FLOATING. POUR CONCRETE AS SOON LOCATE EDGE OF OUTLET BOX APPROXIMATELY 3 IN. FROM DOOR FRAME. LISTING ROOM NUMBER, FUNCTION, ETC., FOR EACH CIRCUIT BREAKER. AS POSSIBLE AFTER PLACING AND SECURING OF RACEWAYS. PULL IRON- DIRECTORY SHALL BE PLACED IN A PLASTIC CLEAR SLEEVE IN THE INTERIOR SHOD MANDREL, NOT MORE THAN 1/4 IN. SMALLER THAN BORE OF RACEWAY 5. OUTLET BOXES IN SEPARATE ROOMS SHALL NOT BE INSTALLED "BACK -TO- OF THE PANELBOARD DOOR. PROVIDE TYPE WRITTEN UPDATED PANELBOARD TO REMOVE CONCRETE AND OTHER OBSTRUCTIONS. CLEAN RACEWAY BY BACK" WITHOUT THE APPROVAL OF THE OWNER'S REPRESENTATIVE. DIRECTORIES FOR EXISTING PANELBOARDS AFFECTED BY THIS WORK. DRAWING THROUGH PROPERLY SIZED CYLINDRICAL BRUSHES AS MANY TIMES AS NECESSARY TO REMOVE DIRT. CONCRETE ENVELOPES SHALL CONTAIN 6. OUTLET BOXES SHALL BE SIZED TO ACCOMMODATE THE WIRING, SPLICES AND 5. IDENTIFY JUNCTION AND PULLBOXES FOR PARTICULAR SERVICE AND CIRCUIT REINFORCING RODS WHEREVER NON-METALLIC RACEWAYS ARE USED. DEVICE(S) TO BE INSTALLED IN ACCORDANCE WITH THE NEC. SUCH AS POWER, EMERGENCY POWER, LIGHTING, FIRE ALARM, TELEPHONE, REINFORCING SHALL BE CONTINUOUS RUNS OF NO.4 DEFORMED RODS INTERPHONE, PUBLIC ADDRESS, NURSE CALL, ETC. USING STENCIL LETTERING LOCATED IN ALL FOUR CORNERS AS WELL AS TOP AND BOTTOM OF ENVELOPE 7. OUTLET BOXES INSTALLED IN PLASTER, GYPSUM BOARD OR WOOD PANELED ON COVER. BETWEEN EACH RACEWAY. IN LOCATIONS WHERE NON-METALLIC RACEWAYS HOLLOW CAVITY WALLS SHALL BE INSTALLED FLUSH WITH RAISED PLASTER ARE USED, CHANGE TO HEAVY WALL METALLIC CONDUIT (RMC) OF SAME COVERS OR RAISED TILE COVERS. BOXES SHALL BE MECHANICALLY 6. USING ADHESIVE BACKED PRINTED TAPE LABEL (WHITE BACKGROUND, BLACK INTERNAL DIAMETER BEFORE RISING OUT OF GROUND AND AT FASTENED AND SUPPORTED BY TWO (2) ADJACENT STRUCTURAL MEMBERS LETTERING) ALL RECEPTACLE AND SWITCH COVERPLATES, POWER POLES, BENDS/ELBOWES; PROVIDE METALLIC CONDUIT ELBOWS AT CONDUIT RISE. (STUDS) WITH CROSS BRACKETS (GARVIN INDUSTRIES MODEL BMB OR ETC. LISTING PANEL DESIGNATION AND CIRCUIT NUMBER. TAPE SHALL BE CARRY CONCRETE ENVELOPE TO A POINT 12 IN. MINIMUM ABOVE GRADE OR APPROVED EQUAL). ATTACHED TO OUTSIDE OF RECEPTACLE OR SWITCH COVERPLATES. FLOOR SLAB AT RISE POINT IF ALLOWED BY SITE CONDITIONS AND EQUIPMENT L. SPARE PARTS: TO BE INSTALLED. SLOPE TOP OF CONCRETE AWAY FROM RACEWAY, 8. OUTLET BOXES INSTALLED IN TILE, BRICK OR CONCRETE BLOCK WALLS SHALL CHAMFER EDGES. CAP ALL EMPTY CONDUITS WATERTIGHT. PLACE CONDUIT BE INSTALLED FLUSH AND HAVE EXTRA -DEEP TYPE RAISED TILE COVERS OR 1. DELIVER TO OWNER AND OBTAIN RECEIPT FOR SPARE PARTS INCLUDING KEY IN STRAIGHT LINES. SEAL, COMPLETELY WATERPROOF, ALL DUCT JOINTS SHALL BE 3-1/2 IN. DEEP BOXES WITH SQUARE CORNERS AND DIMENSIONS TO SWITCHES, FUSES, ETC. BEFORE ENCASEMENT. PLACE DIRECT -BURY CONDUIT TIER -BY -TIER METHOD, ACCOMMODATE CONDUCTORS INSTALLED. BACKFILLING EACH LAYER TO ACHIEVE PROPER SPACING UTILIZING SUITABLE 3.2 TESTS ENCASEMENT MATERIAL. TRENCH BACKFILL SHALL BE IN 6" LIFTS MAXIMUM 9. SURFACE CEILING MOUNTED OUTLET BOXES SHALL BE MINIMUM 4 IN. SQUARE, AND COMPACTING BETWEEN. BACKFILL TO BE EXCAVATED MATERIAL WITH 1-1/2 IN. DEEP, GALVANIZED SHEET METAL. A. BRANCH CIRCUITS SHALL BE TESTED DURING INSTALLATION FOR CONTINUITY AND ROCK AND ORGANIC MATERIAL REMOVED. FOR GRASS LOCATIONS PROVIDE SEED MATCH THE 10. SURFACE WALL MOUNTED OUTLET BOXES SHALL BE CAST TYPE BOXES. IDENTIFICATION AND SHALL PASS OPERATIONAL TESTS TO DETERMINE THAT ALL 8" MINIMUM OFF SITE TOPSOIL (NYSDOT 0713.01) AND TO CIRCUITS PERFORM THE FUNCTION FOR WHICH THEY ARE DESIGNED. FOR ALL EXISTING. OTHER SURFACES SHALL BE RETURNED TO THE ORIGINAL OR 11. FLOOR OUTLET BOXES SHALL BE INSTALLED FLUSH WITH FINISHED FLOOR, FEEDER AND EXTERIOR BRANCH CIRCUIT WIRING RATED 600 VOLTS OR LESS, PROVIDE BETTER CONDITION TO THE EXISTING SURROUNDING. ELBOWS SHALL HAVE A ADJUST LEVEL AND TILE AS REQUIRED. WHERE FINISHED FLOOR IS TERRAZZO, 1,000 VOLT "MEGGER" INSULATION TEST PRIOR TO ENERGIZING FEEDERS. USE A 1,000- MINIMUM RADIUS OF 42 IN. FOLLOW PROPER LOW TEMPERATURE PROVIDE BOXES SPECIFICALLY DESIGNED FOR INSTALLATION IN TERRAZZO. VOLT MOTOR DRIVEN MEGGER FOR ALL TESTS. TEST VOLTAGE SHALL BE APPLIED INSTALLATION PROCEDURES AS RECOMMENDED BY RACEWAY WHERE FLOORS ARE TO RECEIVE CARPET OR FLOORING MATERIAL, UNTIL READINGS REACH A CONSTANT VALUE, AND UNTIL THREE (3) EQUAL READINGS, MANUFACTURER. PROVIDE DETECTABLE MARKING TAPE IN SOIL ABOVE ALL COORDINATE WITH APPROPRIATE TRADE AND PROVIDE INSERT. EACH ONE (1) MINUTE APART, ARE OBTAINED. MINIMUM MEGGER READING SHALL BE DUCTBANK SAND BURIED CONDUIT. REPAIR OR REPLACE ALL EXISTING RECTANGULAR COVERS SHALL BE PARALLEL AND PERPENDICULAR WITH THE 45 MEGOHMS FOR FEEDER CONDUCTORS. DOCUMENT TEST RESULTS AND SUBMIT UTILITIES AND FACILITIES DAMAGE, DUE TO DUCTBANK INSTALLATION, AS PART BUILDING OR, IF USED, FLOOR TILE/FLOOR JOINTS/PATTERN. COORDINATE FOR APPROVAL PRIOR TO ENERGIZING CONDUCTORS. OF CONTRACT. WHERE RACEWAYS PASS BETWEEN EXTERIOR AND INTERIOR AND TERMINATE IN BUILDING, SWITCHGEAR, PULLBOX, ETC. PROVIDE CONDUIT COVER TYPE WITH THE FLOORING AND DEVICE TYPE . END OF SECTION SEALING BUSHING (O-Z GEDNEY CSB OR APPROVED EQUAL) IN EACH 12. INSTALL A DEVICE COVER PLATE OVER EACH AND EVERY OUTLET INDICATED RACEWAY TO FILL ALL VOIDS AROUND CONDUIT AND CABLES. UPSIZE THE ON DRAWINGS. DO NOT INSTALL PLATES UNTIL PAINTING, CLEANING AND CONDUIT AS NEEDED FOR SUITABLE SEALING BUSHING. FINISHING OF SURFACES SURROUNDING THE OUTLET ARE COMPLETE. D. WIRING METHODS: INSTALL SINGLE ONE-PIECE MULTI -GANG COVERS OVER MULTI -GANG DEVICES. 1. CONDUCTORS SHALL NOT BE INSTALLED UNTIL RACEWAY SYSTEM, INCLUDING F. RECEPTACLES: ALL OUTLETS, CABINETS, BUSHINGS AND FITTINGS, IS COMPLETED. VERIFY 1. GROUND OPENING SHALL BE UP FOR VERTICAL INSTALLATION AND ON THE THAT ALL WORK OF OTHER TRADES WHICH MAY CAUSE CONDUCTOR DAMAGE LEFT FOR HORIZONTAL INSTALLATION: IS COMPLETED. USE ONLY U.L. APPROVED CABLE LUBRICANTS WHEN NECESSARY. DO NOT USE MECHANICAL MEANS TO PULL CONDUCTORS NO. 8 G. TOGGLE SWITCHES: OR SMALLER. 1. SWITCHES SHALL BE INSTALLED IN LOCATIONS NEAR 2. IN GENERAL, CONDUCTORS SHALL BE THE SAME SIZE FROM THE LAST ROOM/SPACE ENTRYWAY(S). PROTECTIVE DEVICE TO THE LOAD. 2. PROVIDE LIGHTED HANDLE SWITCHES IN MECHANICAL ROOMS, ELEVATOR 3. ALL WIRING SYSTEMS SHALL BE PROPERLY GROUNDED AND CONTINUOUSLY PITS, ELECTRIC ROOMS, ETC. POLARIZED THROUGHOUT, FOLLOWING THE COLOR -CODING SPECIFIED. CONNECT BRANCH CIRCUIT WIRING AT PANELBOARDS, AS REQUIRED, IN 3. SWITCHES SHALL HAVE NEUTRAL PULLED THROUGH THE BOX EVEN IF NOT ORDER TO PROVIDE A "BALANCED" THREE-PHASE LOAD ON FEEDERS. USED. 4. PROVIDE INSULATED GREEN GROUND CONDUCTOR IN EACH BRANCH CIRCUIT. H. JUNCTION AND PULL BOXES: 5. ALL FEEDER CONNECTIONS SHALL BE MADE TO BUS AND OTHER EQUIPMENT USING SOLDERLESS, PRESSURE TYPE TERMINAL LUGS. 1 2 3 1 4 5 1 6 1 7 8 9 10 1 1 12 13 14 IA!R !CH I T E C T S f P.C1 AFD_QnCRTffECc�flU nE N 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK RESTROOM BUILDING 512 MAIN STREET WEST YARMOUTH, MA 02673 ENG;NEE 3NG Mechamcatrtrer ri al engineering Consuitants 431 .,ATE -REET, IAT:: 416 t .f t E ?:: f 12305 JAMES � CHATELLE 0 ELECTRICAL No. 48529 ,0 4� `! AL DDA P JECT #21-008 Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01 /22 Drawn CJE Project Manager EAE P.I.C. SZE SHEET TITLE ELECTRICAL SPECIFICATIONS SHEET NUMBER E004 E D C B A 15 © 2021 DEMBLING + DEMBLING ARCHITECTS, P.0 1 2 3 4 5 6 � 8 9 10 � 11 SECTION 260526 -GROUNDING PART 3 -EXECUTION. 3. BOND EACH ABOVEGROUND PORTION OF GAS PIPING SYSTEM DOWNSTREAM FROM EQUIPMENT SHUTOFF VALVE. PART 1 -GENERAL 3.1 INSTALLATION J. UNDERGROUND DISTRIBUTION: 1.1 DESCRIPTION A. GROUNDING CONDUCTORS: 1. MANHOLES AND HANDHOLES: PROVIDE A DRIVEN GROUND ROD THROUGH A. PROVIDE GROUNDING SYSTEM EQUAL TO OR EXCEEDING THE REQUIREMENTS OF NEC 1. PROVIDE GROUNDING CONDUCTORS) WITH ALL POWER CIRCUITS. OPENING IN THE FLOOR/BOTTOM WITH 4 IN. EXPOSED. iF NECESSARY DUE TO AND AS INDICATED IN THE CONTRACT DOCUMENTS.. RACEWAY SYSTEM WHICH CONDUCTOR SHALL BE SIZED AS INDICATED OR AS REQUIRED BY THE NEC AS THE SITE CONDITIONS, INSTALL THE GROUND ROD PRIOR TO INCLUDES METAL CONDUIT, WIREWAYS, PULLBOXES, JUNCTION BOXES, BUSWAY, WIRE A MINIMUM AND SHALL BE TERMINATED ON THE EQUIPMENT, DEVICE, MANHOLE/HANDHOLE INSTALLATION AND PROVIDE A #1/OAWG BARE WAYS, CABLE TRAYS, ENCLOSURES, MOTOR FRAMES,. ETC., SHALL BE MADE TO FORM ENCLOSURE, ETC. GROUNDING TERMINAL. CONDUCTOR SIZE SHALL BE FOR CONDUCTOR FROM THE GROUND ROD WITH AN EXOTHERMIC CONNECTION IN A CONTINUOUS, CONDUCTING PERMANENT GROUND CIRCUIT OF THE LOWEST THE ENTIRE LENGTH UNLESS APPROVED BY THE ENGINEER WHERE THE MANHOLE/HANDHOLE. SEAL THE OPENING WITH WATERPROOF -_ PRACTICAL IMPEDANCE TO ENHANCE THE SAFE CONDUCTION OF GROUND FAULT OVERSIZED FOR VOLTAGE DROP. NONSHRINKING GROUT. CURRENTS AND TO PREVENT OBJECTIONABLE DIFFERENCES IN VOLTAGE BETWEEN METAL NONLOAD CURRENT CARRYING PARTS OF THE ELECTRICAL SYSTEM. 2. CONDUCTORS ABOVE GRADE TO GROUND ELECTRODES (WATER PIPING, 2. BOND EXPOSED PARTS WITHIN MANHOLE/HANDHOLE SUCH AS INSERTS, STRUCTURAL COLUMN, ETC.) AND TO EQUIPMENT (SERVICE ENTRANCE,. PULLING RINGS, CABLE RACKS, LADDERS AND- CABLE SHIELDS TO THE B. PROVIDE SOLID GROUNDING OF BUILDING STRUCTURES AND ELECTRICAL AND GROUND BARS, GROUND HALOS, ETC.) SHALL BE INSTALLED IN METALLIC GROUND ROD WITH #2AWG BARE CONDUCTOR MINIMUM. CONDUCTORS COMMUNICATIONS SYSTEMS AND EQUIPMENT. IT INCLUDES BASIC REQUIREMENTS CONDUIT WITH ENDS BONDED TO THE CONDUIT. SHALL BE NEATLY INSTALLED AROUND THE PERIMETER OF THE UNIT AND M FOR GROUNDING FOR PROTECTION OF LIFE, EQUIPMENT, CIRCUITS AND SYSTEMS. SUPPORT 3 FT. ON CENTER WITH NON -CORROSIVE SUPPORT AND HARDWARE. TYPES OF GROUNDING SYSTEMS INCLUDE THE FOLLOWING:. 3. GROUNDING CONDUCTORS SHALL BE INSTALLED TO HAVE A MINIMUM RADIUS OF 3 IN. 3.2 TESTS 1. .ELECTRICAL SERVICE AND TRANSFORMER GROUNDING 2. BUILDING GROUNDING 4. GROUNDING CONDUCTORS IN A RACEWAY SYSTEM SHALL BE A. TEST THE BUILDING GROUND SYSTEM BEFORE BACKFILLING TO ENSURE CONTINUITY 3. EQUIPMENT ROOM GROUND TERMINAL BAR TERMINATED/BONDED TO EACH BOX, CABINET, ENCLOSURE, -ETC. THROUGH AND DETERMWE SYSTEM RESISTANCE VALUE. 4. ELECTRICAL EQUIPMENT GROUNDING WHICH IT PASSES OR TERMINATES. B. TESTING PROCEDURE SHALL BE A FALL OF POTENTIAL TYPE WITH A MOVING 1.2 QUALITY ASSURANCE 5. GROUNDING CONDUCTORS ROUTED WITH UNDERGROUND CIRCUITS SHALL BE AUXILIARY ELECTRODE IN ACCORDANCE WITH IEEE STANDARD 142 AND BONDED TO EACH GROUND ELECTRODE AND METALLIC CABLE SUPPORT REVIEWED/APPROVED BY THE ENGINEER. SUFFICIENT TEST POINTS SHALL BETAKEN A. ALL METHODS OF CONSTRUCTION, DETAILS OF WORKMANSHIP THAT ARE NOT SYSTEM WITHIN THE RACEWAY SYSTEM INCLUDING PULL AND ACCESS FOR ACCURATE RESISTANCE VALUE. SPECIFICALLY DESCRIBED OR INDICATED IN THE CONTRACT DOCUMENTS, SHALL BE LOCATIONS. SUBJECT TO THE CONTROL AND APPROVAL OF THE OWNER'S REPRESENTATIVE. C. MAKE RESISTANCE MEASUREMENTS IN DRY WEATHER, NO EARLIER THAN 48 HOURS EQUIPMENT AND MATERIALS SHALL BE OF THE QUALITY AND MANUFACTURE. 6. STRANDED CONDUCTORS PENETRATING VAPOR BARRIERS, FOUNDATIONS, AFTER RAINFALL.. PROVIDE TABULATED TEST RESULTS INDICATING DISTANCE INDICATED IN THEIR RESPECTIVE SECTIONS OF THE SPECIFICATIONS. THE EQUIPMENT SLAB ON GRADE AND WATER STOP MEMBRANES SHALL HAVE THE BETWEEN RODS AND RESISTANCE READINGS ON A PLOTTED GRAPH. SPECIFIED IS BASED UPON THE ACCEPTABLE MANUFACTURERS LISTED. EQUIPMENT INTERSTITIAL SPACES BETWEEN STRANDS FILLED WITH SOLDER 4 IN. BEYOND TYPES, DEVICE RATINGS, DIMENSIONS. ETC., CORRESPOND TO THE NOMENCLATURE THE MEMBRANE EACH SIDE. THE CONDUCTOR SHALL BE SEALED TO THE D. TEST EACH GROUND ELECTRODE SYSTEM SEPARATELY PRIOR TO CONNECTION TO DICTATED BY THOSE MANUFACTURERS. WHERE "OR EQUAL" IS STATED, EQUIPMENT MEMBRANE WITH A MANUFACTURER APPROVED METHOD. THE SYSTEM OR MAIN BUILDING GROUND BAR. TEST EACH SYSTEM GROUND SHALLBE EQUIVALENT IN EVERY WAY TO THAT OF THE EQUIPMENT SPECIFIED AND ELECTRODE SYSTEM A SECOND TIME AFTER BACKFILLWG HAS OCCURRED AND ALL SUBJECT TO APPROVAL. ALL EQUIPMENT SHALL BE TESTED AT THE FACTORY. B. RACEWAY SYSTEMS: FINAL CONNECTIONS (BUILDWG STEEL, WATER SERVICE, ETC.) HAVE BEEN MADE. UNLESS SPECIFIED ELSEWHERE, STANDARD FACTORY INSPECTION AND OPERATIONAL TESTS WILL BE ACCEPTABLE.. 1. ALL METAL SUPPORTS, CABLE TRAYS, MESSENGER CABLES, FRAMES, E. SOIL TYPE, DATE, TIME, METER MANUFACTURER/MODEL NUMBER, PERSON SLEEVES, BRACKETS, BRACES, ETC. FOR THE RACEWAY SYSTEM, PANELS, PERFORMING THE TEST, TEST WITNESSES AND MOST RECENT RAINFALL SHALL BE B. ELECTRICAL COMPONENTS, DEVICES AND ACCESSORIES: LISTED AND LABELED AS SWITCHES, BOXES, STARTERS CONTROLS, ETC., WHICH ARE NOT RIGIDLY NOTED IN TEST SUBMITTAL. K bEFINED IN THE NEC BY NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL) AND SECURED TO AND IN CONTACT WITH THE RACEWAY SYSTEM, OR WHICH ARE MARKED FOR INTENDED. USE. SUBJECT TO VIBRATION AND LO®SENING, SHALL BE BONDED TO THE END OF SECTION RACEWAY SYSTEM. C. COMPLY WITH UL 467 FOR GROUNDING AND BONDING MATERIALS AND EQUIPMENT. 2. TERMINATION OF RIGID CONDUIT AT ALL BOXES, CABINETS, -AND ENCLOSURES 1.3 REQUIREMENTS SHALL BE MADE UP TIGHTLY WITH A DOUBLE LOCKNUT ARRANGEMENT AND A BUSHING, BUSHINGS BEING OF THE INSULATED TYPE. UTILIZE GROUNDING. A. GROUNDING CONDUCTORS, BONDING CONDUCTORS, JUMPERS, GROUNDED BUSHINGS AS SPECIFIED ELSEWHERE IN THESE SPECIFICATIONS. CONDUCTORS, ETC. SHALL BE SIZED IN ACCORDANCE WITH THE NEC. 3. CONDUIT WHICH RUNS TO OR FROM BOXES, CABINETS, OR ENCLOSURES B. EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE HAVING CONCENTRIC OR ECCENTRIC KNOCKOUTS WHICH PARTIALLY J MANUFACTURER'S RECOMMENDATIONS. PERFORATE THE METAL AROUND THE CONDUIT AND HENCE IMPAIR THE CONTINUITY OF SYSTEM GROUND CIRCUITS SHALL BE PROVIDED WITH 1.4 SUBMITTALS BONDING JUMPERS CONNECTED BETWEEN A GROUNDING TYPE BUSHING/LOCKNUT ON THE CONDUIT AND A GROUND BUS OR STUD INSIDE THE A. PROVIDE SUBMITTALS FOR THE FOLLOWING: BOX, CABINET, OR ENCLOSURE AND ATTACHED THERETO. 1. GROUND RODS AND CONNECTORS. 4. CONDUIT EXPANSION JOINTS AND TELESCOPING SECTIONS OF METAL RACEWAYS SHALL BE PROVIDED WITH BONDING JUMPERS SIZED IN 2. BUILDING GROUND RESISTANCE TEST RESULTS. ACCORDANCE WITH THE NEC. PART 2 -PRODUCTS C. GROUND RODS: H .1 MATERIALS 1. GROUND RODS SHALL BE DRIVEN VERTICALLYTHE FULL LENGTH PLUS 24 1N., MINIMUM. A. CONDUCTORS: 2. GROUND RODS SHALL BE LOCATED IN VIRGIN SOIL OR LOAMY COMPACTED 1. EXPOSED. GROUNDING COMPONENTS SUCH AS BARS, STRAPS, CABLES, SOIL. FLEXIBLE JUMPERS, BRAIDS, SHUNTS, ETC., SHALL BE BARE COPPER UNLESS OTHERWISE INDICATED. 3. PROVIDE ONE (1), MINIMUM, GROUND ROD INSPECTION TEST WELL FOR EACH GROUND ROD/ELECTRODE SYSTEM OR AS INDICATED. 2. GROUNDING CONDUCTORS IN RACEWAY WITH 600V CIRCUITING SHALL BE .INSULATED TO MATCH THE CIRCUIT CONDUCTORS WITH GREEN COLOR. D. CONNECTORS CLAMPS AND TERMINALS: 3. GROUNDING CONDUCTORS USED WITH SYSTEM VOLTAGE GREATER THAN 4. CONNECTORS UTILIZED ABOVE GRADE IN DRY ACCESSIBLE LOCATIONS SHALL G 1000V SHALL BE BARE UNLESS OTHERWISE INDICATED. BE MECHANICAL OR EXOTHERMIC TYPE. 4. GROUNDING CONDUCTOR SIZE SHALL BE AS INDICATED OR AS REQUIRED BY 2. CONNECTORS IN DAMP LOCATIONS, BELOW GRADE OR IF NOT INDICATED THE NEC WHICHEVER IS LARGER, STRANDED, SOFT DRAWN OR SOFT SHALL BE EXOTHERMIC TYPE. ANNEALED COPPER, UNLESS OTHERWISE INDICATED. SIZING SHALL TAKE INTO ACCOUNT CIRCUIT VOLTAGE DROP. 3. CLEAN THE AREA NEAR.THE CONNECTING SURFACES PRIOR TO ANY CONNECTION TO ENSURE EFFECTIVE CONTACT. CLEANING SHALL BE TO THE 5. ACCEPTABLE MANUFACTURERS: BARE METAL. WIRE BRUSH AREA iF NEEDED TO REMOVE RUST SCALE PAINT, DIRT, ETC. TO EXPOSE BARE METAL. a. SAME MAKE AS FOR 600 VOLT CONDUCTORS. 4. EXOTHERMIC CONNECTIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE $. GROUND RODS: MANUFACTURER'S RECOMMENDATIONS AND TESTED WITH HEAVY BLOW OF A FIVE POUND SLEDGE. 1. PROVIDE SOLID COPPER OR COPPER CLAD STEEL CYLINDRICAL RODS, 3/4 IN. MINIMUM DIAMETER AND MINIMUM 10 FT. LONG WITH POINTED END. PROVIDE E. FLEXIBLE STRAP: UNITS SUITABLE FOR EXTENSION CONNECTION WHEN GROUND RODS LONGER THAN 10 FT. ARE INDICATED. 1. FLEXIBLE STRAPS SHALL BE USED WHEN BONDING VIBRATING/MOVEABLE EQUIPMENT, WITH EXPANSION FITTINGS AND WHERE RECOMMENDED BY THE 2. ACCEPTABLE MANUFACTURERS: MANUFACTURER. a. COPPERWELD 2. SUFFICIENT SLACK SHALL BE PROVIDED TO COMPENSATE FOR THE b. ERICO ANTICIPATED VIBRATION, MOVEMENT AND EXPANSION. c. BURNDY d. APPROVED EQUAL. F. GROUND GRID: E C. CONNECTORS, CLAMPS AND TERMINALS: 1. PROVIDE A GROUND ELECTRODE GRID CONSISTING OF A MINIMUM OF THREE (3) 10 FT. GROUND RODS ARRANGED IN A DELTA CONFIGURATION WITH A 1. MECHANICAL CONNECTORS AND CLAMPS SHALL BE MADE OF COPPER ALLOY MINIMUM SPACING OF 20 FT. APART AND CONNECTED TOGETHER, OR SILICON BRONZE. SOLDERLESS COMPRESSION TERMINALS SHALL BE COPPER, LONG -BARREL, NEMA TWO BOLT. BOLTS AND WASHERS. (BELLEVILLE) 2. CONNECTING CONDUCTORS SHALL BE BARE #4/0 AWG MINIMUM, BURIED A SHALL BE OF COMPARABLE MATERIAL OR STAINLESS STEEL. MINIMUM OF 24 IN. BELOW GRADE.' a. .ACCEPTABLE MANUFACTURERS: 3. CONNECT THE GROUND GRID TO THE BUILDING ELECTRIC SERVICE AND TO THE MAIN GROUND BAR. 1) BURNDY 2) HUBBELL ANDERSON CORP. G. SECONDARY ELECTRICAL SYSTEMS: D 3) THOMAS & BESTS 4) APPROVED EQUAL 1. THE NEUTRAL (GROUNDED) CONDUCTOR OF EACH LOW VOLTAGE, SINGLE AND/OR POLYPHASE SYSTEM OR DISTRIBUTION SYSTEM, EXCEPT SPECIAL 2. EXOTHERMIC WELDS: ISOLATED DOUBLE INSULATED SYSTEMS, SHALL BE SOLIDLY CONNECTED TO GROUND AT THE TRANSFORMER NEUTRAL BUSHING, OR AT THE MAIN a. PROVIDE EXOTHERMIC WELDS DESIGNED FOR SIZE AND. TYPE OF SECONDARY SWITCHGEAR TO THE SYSTEM GROUND, AND SHALL BE SIZED INTENDED CABLE, RODS, STRUCTURE, ETC. SOLDER PROHIBITED FOR FOR CURRENT CARRYING CAPACITY, NOT TO BE LESS THAN AS REQUIRED BY CONNECTIONS, EXCEPT FOR MEDIUM AND HIGH VOLTAGE CABLE THE NEC. GROUND CONNECTION SHALL BE TO THE BUILDING GROUNDING METALLIC TAPE SHIELDS (UTILIZE MECHANICAL AND SOLDER). SYSTEM, BUILDING STEEL, BUILDING WATER SERVICE, BUILDING CONCRETE REINFORCEMENT AND AS INDICATED. b. ACCEPTABLE MANUFACTURERS: 2. PROVIDE EQUIPMENT GROUNDING CONDUCTOR, GREEN COLORED C 1) ERICO "CADWELD° INSULATION, WITH PHASE CONDUCTORS, TO PRIMARY SIDE OF ALL 2) BURNDY THERMOWELD TRANSFORMERS RATED 600 VOLTS OR LESS CIRCUITED TO THE ENCLOSURE 3) APPROVED EQUAL AND SECONDARY NEUTRAL BUSHING, TO ALL ELECTRICAL UTILIZATION AND DISTRIBUTION EQUIPMENT; INSULATION SHALL BE SAME TYPE AS PHASE 3. PIPE CLAMP: CONDUCTORS. TRANSFORMER ENCLOSURES SHALL BE BONDED TO THE a. PIPE CLAMP FOR BONDING TO PIPE TYPE ELECTRODE (WATER PIPE, PRIMARY AND SECONDARY CIRCUIT GROUNDING CONDUCTOR. ETC.) SHALL BE ASUITABLY SIZED COPPER ALLOY CLAMP. 3. EQUIPMENT GROUNDING CONDUCTORS SHALL EXTEND FROM THE POINT OF TERMINATION BACK TO THE GROUND BUS OF THE SOURCE PANELBOARD, b. ACCEPTABLE MANUFACTURERS: SWITCHBOARD, TRANSFORMER, OR SWITCHGEAR. 1) BURNDY GAR-BU H. EQUIPMENT GROUNDING: B 2) O-Z GEDNEY TYPE CG 3) BURNDY "DURIUM" I. GROUNDING AND BONDING FOR PIPING: 4) AFL GLOBAL "EVERDUR" 5) APPROVED EQUAL 1. METAL WATER SERVICE PIPE: INSTALL INSULATED COPPER GROUNDING CONDUCTORSIN CONDUIT FROM BUILDING'S .MAIN SERVICE EQUIPMENT OR 4. FLEXIBLE STRAP: GROUNDING BUS TO MAIN METAL WATER SERVICE ENTRANCES TO BUILDING. CONNECT GROUNDING CONDUCTORS TO MAIN METAL WATER SERVICE PIPES a. FLEXIBLE GROUNDING STRAPS SHALL BE OF BRAIDED HIGH USING A BOLTED CLAMP CONNECTOR OR BY BOLTING ALUG-TYPE CONDUCTIVITY COPPER WITH TWO HOLE CONNECTOR. STRAP SHALL CONNECTOR TO A PIPE FLANGE USING ONE OF THE LUG BOLTS OF THE HAVE EQUAL TO OR GREATER THAN AMPACITY OF THE SYSTEM IT IS FLANGE. WHERE A DIELECTRIC MAIN WATER FITTING IS INSTALLED, CONNECT BONDING TO. STRAP SHALL PROVIDE FLEXIBILITY IN ALL DIRECTIONS GROUNDING CONDUCTOR ON STREET SIDE OF FITTING. BOND METAL WHEN INSTALLED PROPERLY. GROUNDING CONDUCTOR OR SLEEVE TO CONDUCTOR AT EACH END. A b. ACCEPTABLE MANUFACTURERS: 2. WATER METER PIPING: USE BRAIDED -TYPE BONDING JUMPERS TO 1) BURNDY ELECTRICALLY BYPASS WATER METERS. CONNECT TO PIPE WITH A BOLTED 2) OZ GEDNEY CONNECTOR. 3) APPROVED EQUAL 12 13 14 15 -,.� � i � �,RCHITE�TS,P.�. Lf"1��� u LJ ������ �� ■ pL���1�1��� 307 Washington Avenue Albany, New York 12206 USA http://www. DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE _ PARK RESTROOM BUILDING 512 MAIN STREET WEST YARMOUTH, MA 02673 ENC;�aNEE�2'INC fxechtzricatlFtetYrl�crt Fnatneerir�� Cansttlitrr�ts e;�na�i r: ; ' .: Hoct rPz ;ears=�c. , xyracu::r 433 ^SATE SPREES, fllIITE d79 tvesztsazs _,,,533237". �� L�b Ai)S; HiY 713J3 9tngi�t "n d'a;,?'�. �a„'(H OF ��� gp'�� JAI'ME5 G � CHATELt_E fLECTRfCAL �; No. 48529 -o 'S�C3f P`�0���� RSS� AL -3 L � 2z--- DDA P OJECT #21-008 Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01 /22 Drawn CJE Project Manager BAB P.LC. SZE SHEET TITLE ELECTRICAL SPECIFICATIONS SHEET NUMBER EooS 'N M K J H G E D C A 1 � 2 � 3 4 5 6 7 � 8 I 9 1 0 1 1 1 2 13 1 4 1 � I 2021 DEMBLING + DEMBLING ARCHITECTS, F.C. M L_ K J H C FI E D C I A 2 Al ELECTRICAL 1/4" = 1'-0" o' 2' 4' f 1 2 3 RESTROOM LI 3 4 5 6 8 9 10 LUMINAIRE SCHEDULE TYPE DESCRIPTION MFR. & CATALOG No. LAMP VOLTAGE/BALLAST MOUNTING WATTS REF. NOTES A 1x4 SURFACE MOUNTED FIXTURE WITH FIBERGLASS LITHONIA LIGHTING LED MVOLT SURFACE 23W 1,2 HOUSING, CONTINUOUS NEMA 4X GASKET, #316 FEM LED SERIES 4000 LUMENS STAINLESS STEEL LATCHES, WET LOCATION FITTINGS, 4000K POLYCARBONATE LOW PROFILE CLEAR LENS AND 82 CRI WIDE DISTRIBUTION B 4" RECESSED DOWNLIGHT WITH MEDIUM INDY LED 120V RECESSED 23.5 1,2 ® DISTRIBUTION AND WET LOCATION RATED LLP4 SERIES 3500K 2300 LUMENS LED EXIT SIGN WITH WHITE THERMOPLASTIC, NICKEL ISOLITE RWL SERIES LED 120V SURFACE 3AW 2 CADMIUM BATTERY AND SELF -DIAGNOSTICS, RED OR APPROVED EQUAL LETTERS, WET LOCATION LISTED. NEMA 4X RATED LED EMERGENCY LIGHTING UNIT, THERMOPLASTIC ISOLITE HZN SERIES OR LED 120V SURACE 18W 2 HOUSING, LOW PROFILE, NICAD 90-MINUTE BATTERY APPROVED EQUAL AND SELF -DIAGNOSTIC, IP66 RATED REFERENCE NOTES: 1. THE CONTRACTOR SHALL SUBMIT FULL POINT -BY -POINT PHOTOMETRICS OF EVERY SPACE IF SUBSITUTE FIXTURES ARE SELECTED. PHOTOMETRICS SHALL BE INCLUDED WITH THE SUBMITTAL AND SUBJECT TO THE ENGINEER'S APPROVAL. 2. ARCHITECT TO SELECT FIXTURE COLOR/FINISH. GHTING PLAN 4 12 13 14 15 GENERAL NOTES: A. UNLESS OTHERWISE NOTED, ALL BRANCH CIRCUIT WIRING SHALL BE (2)#12 WITH (1)#12G IN 3/4" CONDUIT. CIRCUITED TO PANEL "RR-LP1". B. EXIT SIGNS AND EMERGENCY LIGHT FIXTURES SHALL BE WIRED AHEAD OF ANY SWITCHING OR OTHER LIGHTING CONTROLS IN THE AREA SERVED. C. LIGHT FIXTURES SHALL BE MOUNTED TO THE BOTTOM SIDE OF TRUSSES. DRAWING NOTES: 1. PROVIDE NEW TIMECLICK FOR FIXTURES TYPE "B" UNDER ENTRANCE OVERHANG. 1 ARC1-IITE C TS,P.C. AFD-) rr;� rLfl U FD-) Pa '_\"UFFD_) � (0 5) 3 P LAN H H 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 PROJECT TITLE CAPE COD INFLATABLE PARK RESTROOM BUILDING 512 MAIN STREET WEST YARMOUTH, MA 02673 ENGiNEE iNG MechonicallElectrical Engineering Consultants C.Pi?al Dietilw I ttechaa"r 8uffslo i Syracuse 431 STATE SMFET, SU E n O {,vorztasss 51.8.5D 21T? tk OF CHATELLE„+ ELECTRICAL a-+„ N 42J Tea /OPJA DDA P OJECT #21-008 Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn CJE Project Manager EAB P.I.C. SZE SHEET TITLE ELECTRICAL LIGHTING PLAN SHEET NUMBER El 02 ICI M L_ K J H G F a 0 C I A 5 6 7 8 9 10 11 12 13 14 15 Qc 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. 1 2 3 4 5 6 78 9 10 11 12 13 14 15 GROUNDED SERVICE ENTRANCE CONDUCTOR CONDUCTORS N L1 L2 L3 GROUNDING PIN ON TOP DETAIL SPECIFIC NOTES: OR TO LEFT OF OUTLET ON HORIZONTALLY MOUNTED � 0 GROUNDING ELECTRODE CONDUCTOR. RECEPTACLES PROVIDE INSULATED COPPER \ 5 CONDUCTOR PER SPECIFICATIONS. IF A� C H 1 T E C T , P.C. 6 NO SIZE IS SPECIFIED, PROVIDE \ INSULATED COPPER CONDUCTOR SIZED PER N.E.C., TABLE 250-66. INSTALL AID--)C M ffECUU � F IN RIGID, SCHEDULE o �J (f 40, PVC RACEWAY. _ _ _ —__ \2 METAL UNDERGROUND WATER PIPE IN ® M M � ®` � D DIRECT CONTACT WITH EARTH FOR 10 �H�FFD O -- FEET OR MORE. SHALL BE O O O SUPPLEMENTED BY ITEMS 3& 4. _ A A _ N N � \3 BUILDING STRUCTURAL STEEL. 4LN3B-17 DYMO LABEL, VERIFY • COLOR WITH OWNER,FLA H MADE GROUNDING ELECTRODE. REFER ADHERE TO ACTCOVCE ENTATE H TO MADE GROUNDING TYPICAL 4LN3B-17 USING CONTACT CEMENT. ELECTRODE -GROUND GRID" DETAIL & FACTORY ADHESIVE WILL NOT BE NEUTRAL GROUND SPECIFICATIONS. BUS BUS SUFFICIENT. ACTUAL 1 1 1 1 O MAIN BONDING JUMPER. PROVIDE PANEL NUMBER CIRCUIT INFORMATION TOP VIEW 307 Washington Avenue L O O T L O INSULATED COPPER CONDUCTOR PER SHALL BE AS INSTALLED Albany, New York 12206 USA SERVICE ENTRANCE N.E.C. ARTICLE 250-28. BRANCH BREAKER NUMBER AND NOT NECESSARILY DISCONNECTING MEANS THE SAME CIRCUIT http://www.DDArch.com © BOND GROUND BUS TO EQUIPMENT NUMBER THE PLANS. SHOWH ON 3 T: 518.463.8066 F: 518.463.8610 ENCLOSURE WITH BARE COPPER BONDING JUMPER PER N.E.0 ARTICLE DETAIL GENERAL NOTES: 5 250-28. PROJECT TITLE \2 \3 ® A. PROVIDE GREEN GROUND WIRE IN ALL RECEPTACLE CAPE COD INFLATABLE CIRCUITS. CONNECT TO GROUND BUS IN PANEL. B. DO NOT INSTALL RECEPTACLES COMPUTER OR TT -- \\ PARK TELEPHONE OUTLETS BACK TO BACK. INSTALL IN RESTROOM BUILDING K I� ADJACENT STUD CAVITIES, TO REDUCE SOUND BACKFILL / \/ / TRANSMISSION. /\T\ x 512 MAIN STREET _r . I \� WEST YARMOUTH, MA 02673 J2 TYPICAL RECEPTACLE IDENTIFICATION K1 SERVICE ENTRANCE GROUNDING _ \\� \ NONE — NONE 4 / °b J J ��IN $� ENG;NEE NC MechnnicallElectrical T Engineer;n� CW75uftarts SECTION A -A �: �, i c :rr,�� + s ne<tn, i eur€_i, i sx,a--u. FRONT VIEW 433 TE h(El ATT. 10 „ NOTES: p DRILL WALL AND USE INSPECTION PLATE EXOTHERMIC WELD GROUND I (STEEL GRATING) ROD CONNECTION 1O 24" x 24" x 24" PRECAST POLYMER CONCRETE STACKABLE NON -SHRINK GROUT. � D ` Q ENCLOSURE, OPEN BOTTOM. o WRAP ALL JOINTS 100% ry ci ,IAES LBOX o — O O 2O 24 x 24 x 14" STACKABLE EXTENSION, OPEN BOTTOM. CHATEL.LE H PUL o 00 o O 00 O H WATER TIGHT 0 O y�CO) D O O O�000 o \OOoLJ"00 'ELECTRICAL�10.4$52 D °0000 �00 00000 Oo00o O BOLTED COVER. �sT PVC CONDUIT O �O O o �O 0 000 FINISHED °9 9 D O�OOo 0000 T O �0 0OCD O GRADE O 6" OF #2 CRUSHED STONE BELOW HANDHOLE. EXTEND MINIMUM °00 O O O O° OF 6 AROUND OUTSIDE EDGE. U► N O 0000 000°O — #2 CRUSHED O STONE 5 SLOPE FINISHED GRADE AWAY FROM COVER. °H o DDA P OJECT #21-008 SEE NOTE NO. 1 ° 6" DIAMETER o TYPICAL - SEAL VAPOR CAST IRON PIPE o BARRIER AND/OR WATER G G PROOFING TO CONDUIT; REFER TO SPECIFICATIONS ° #4/0 STRANDED COPPER DETAIL NOTES: A. AT EACH CONDUIT, PROVIDE AN ENGRAVED PLASTIC NAMEPLATE, 3/4" DIA. x 10'- 0" INDICATING CONDUIT NO., AND ATTACH TO CONDUIT WITH NYLON COPPERWELD CABLE TIE. DRIVEN GROUND ROD F J4 TYPICAL CONDUIT PENETRATION INTO BUILDING J5 TYPICAL GROUNDING ROD DETAIL J11 HANDHOLE DETAIL1 NONE - NONE 1/8" Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01 /22 E E GENERAL NOTES: 1. ALL STARTERS/DRIVES SHALL BE FURNISHED BY OTHERS & INSTALLED BY THE E.C. 8. "NF" INDICATES NON -FUSED. 2. UNLESS NOTED OTHERWISE, SAFETY SWITCHES SHALL BE FURNISHED & INSTALLED BY THE E.C. 9. "IU" INDICATES INTEGRAL WITH UNIT. D D 3. COORDINATE LOCATION AND MOUNTING OF ALL STARTERS/DRIVES WITH THE M.C. 10. "RE" INDICATES REMOTELY LOCATED; REFER TO PLAN VIEW. ELECTRIC EQUIPMENT AND CONTROL SCHEDULE 4. PROVIDE OVERLOADS, SIZE AS REQUIRED, BY THE DIVISION 23 CONTRACTOR. 5. ALL DEVICES SHALL BE SURFACE MOUNTED UNLESS OTHERWISE NOTED. 6. ITEM NUMBER INDICATES EQUIPMENT NUMBER 7. "AU" INDICATES CONTROL DEVICES IS LOCATED AT THE UNIT. EQUIPMENT POWER SOURCE, PROTECTION & WIRING NEMA DEVICE,TYPE AND CONTROLS G C o w W W � w ° Z z o F- - W v O 0 �= SAFETY SWITCH U) W W_ U Q Drawn Project Manager P.I.C. U U ~ W ~ W o a ►U) z °_° _j REF. C J E B AB S/- CIRCUIT POWER WIRING FROM PANEL TO POWER WIRING FROM CONTROL O z a Z W W � O cU) W NOTES ITEM SYSTEM MCA or PANEL or CONTROL BREAKER CONTROL UNIT UNIT TO EQUIPMENT w z 0 w Q W p W _ 0 w F a w ID NAME ROOM LOCATION HP KW PHASE SYSTEM VOLTS CENTER or "FU" N W O cn � � � � �. cn � �-- Q a AMPS FOR FUSE Q Q o ZO mQ F- Q U O SHEET TITLE B B < w U O O c~n O W Z Z 0 j 0 W Z Q Z Q p Z� W Q Z 2 Q (9 Q F_ U a SWITCH FUSE SIZE LOC. NEMA ELECTRICAL Q 0 W AMPS ENC. DETAILS PHASE GROUND CONDUIT PHASE GROUND CONDUIT °< REF-103 EXHAUST FAN JAN CLOSET RM 103 1 120 7.4 RR-LP1 15A/1 P (1)#12 (1)#12 3/4" (1)#12 (1)#12 3/4" 0 1 X AU IU 1 EWH-1 HOT WATER HEATER JAN CLOSET RM 103 5 3 208 SHEET NUMBER A A REFERENCE NOTES: E601 1. DISCONNECT PROVIDED BY MECHANICAL CONTRACTOR AND INSTALLED BY ELECTRICAL CONTRACTOR. 2. CIRCUIT BREAKER SHALL BE USED AS EQUIPMENT DISCONNECTING MEANS. V © 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. g 10 1 2 1 3 1 4 1� 1 2 3 4 5 6 7 (;APE COD INFLATABLE PAR I( BAR POOL 518 MAIN STREET CONSTRUCTION DOCUMENTS WEST YARMOUTH, MA 02673 3/01/22 DDAPROJECT# 21-008 PROJECT TEAM ARCHITECT: HVAC/PLUMBING/FIRE PROTECTION/ELECTRICAL ENGINEERING: STRUCTURAL: ElGiNEERiNG w r- IV x - 307 washonoWnAwanus ' Nbanyq Mom Yok 12206 USA� C�pt�to Mechanical/Electrical Engineering Consultants iSiVViCk Fe z= ARCH 1 T E C T 5, P.C. T:31 51 8AM8066 F,13i 59 8AM861 0 Capital District I Rochester I Buffalo I Syracuse CIVIL ENGINEERING SURVEYING 3; 433 STATE STREET, SUITE 410 AIL' -6 3 ^SPOp^ ENVIRONMENTAL TRANSPORTATION SCHENECTADY, NV 12305 www.meengineering.com c'om 1 2 3 1 4 5 6 7 1 8 1 9 10 11 12 13 14 15 ABBREVIATIONS DRAWING LIST GENERAL NOTES N ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION DWG. TITLE 1. THE ARCHITECT WILL NOT BE RESPONSIBLE FOR, AND WILL NOT HAVE CONTROL OVER, 29. GONTRAGTOR 15 TO HAVE MATERIALS AND EQUIPMENT DELIVERED TO SITE, HANDLED, AND STORED ACT SUSPENDED A(OU5TIGAL CEILING TILE LLH LONG LEG HORIZONTAL NO. CONSTRUCTION MEANS, METHODS, TECHNIQUES, 5EQUENGE5 OR PROCEDURES, OR FOR SAFETY IN A MANNER TO PREVENT DAMAGE, DETERIORATION, AND L055 BY THEFT OR VANDALISM. N ADP AMERICANS WITH DISABILITIES ACT 1 IGG A11i:1 LLV LONG LEG VERTICAL PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, AND WILL NOT BE RESPONSIBLE FOR MATERIALS AND EQUIPMENT ARE TO BE 5TOREP PER MANUFA6TURER5' WRITTEN INSTRUCTIONS. ADD ADDENDUM L56 LAMINATED SAFETY GLASS - COVER THE FAILURE OF THE OWNER OR THEIR CONTRACTORS, SUBCONTRACTORS, OR ANYONE PERFORMING AADJACENT LVT LUXURY VINYL TILE ANY OF THE WORK, TO CARRY OUT THE WORK IN ACCORDANCE WITH THE APPROVED CONTRACT. 30. DELIVERY 15 TO BE SCHEDULED TO MINIMIZE LONG-TERM STORAGE; OVERCROWDING; AND HOLDING AFF / A.F.F. ABOVE FINISHED FLOOR AAUTHORITY HAVING JURISDICTION MMALE/FEMALE GENER,4L 2. IF ADDITIONAL INFORMATION, CLARIFICATION, OR INTERPRETATION OF THE CONTRACT DOCUMENT515 TIME FOR COMBUSTIBLE, FLAMMABLE, OR EA51LY DAMAGED MATERIALS. PRODUCTS ARE TO BE INSPECTED UPON DELIVERY TO CONFIRM TYPE, COUNT, AND CONDITION PRIOR TO AGGEPTANGE. ARCH IT E C T S . P.C. ALT ALTERNATE MACH MACHINE 6001 ABBREVIATIONS, DRAWING LIST, AND GENERAL NOTES REQUIRED, THE CONTRACTOR 15 TO SUBMIT A REQUEST FOR INFORMATION IN WRITING TO THE PRODUCTS ARE TO BE STORED IN MANUFACTURER'5 CONTAINER OR PACKAGING SYSTEM WITH ALUMINUM MAX MAXIMUM 6101 LIFE SAFETY PLAN 8 CODE SUMMARY ARGHITEGT A5 A LEGIBLE AND DETAILED QUESTION, REFERENCING DRAWING NUMBER AND FLAN/PETAIL/NOTE, AND PROVIDING ADDITIONAL INFORMATION (FIELD MEASUREMENTS, INSTRUCTIONS FOR HANDLING, STORING, UNPACKING, PROTECTING, AND INSTALLING. CLEARLY LABEL FOR EASY IDENTIFICATION. AFD1Q-1ffECUUnDALUM F ANOD / AN ANODIZED FINISH MAX MAXIMUM PHOTOGRAPHS, ETC.) A5 REQUIRED. APPROX APPROXIMATE MOF MEDIUM DENSITY FIBERBOARD M ARCH ARCHITECT / ARCHITECTURAL MEGH MEGHANIGAL 3. THE CONTRACT 006UMENT5 31. PROVIDE PRODUCTS COMPLETE WITH ACCESSORIES, TRIM, FINISH, FASTENERS, AND OTHER ITEMS M ASSOC ASSOCIATED MEP MEGHANIGAL, ELECTRICAL, PLUMBING ARE COMPLEMENTARY AND BINDING. THE INTENTION OF THE DRAWIN65 NEEDED FOR COMPLETE INSTALLATION TO MEETING DESIGN INTENT. MET / MTL METAL 15 TO ADEQUATELY CONVEY ALL MATERIALS, EQUIPMENT, TOOLS, SKILL, AND LA$OR REQUIRED TO �HUF D ❑ 0 $/5 BOTTOM OF STEEL MFR MANUFACTURE / MANUFACTURER STRUCTURAL PROPERLY EXECUTE WORK TO PRODUCE THE INTENDED RESULTS. IT 15 THE GONTRAGTOR'S BAL BALANCE (REMAINDER) MIN MINIMUM 5101 FOUNDATION / ROOF FRAMING RESPONSIBILITY TO REVIEW THE COMPLETE CONTRACT DOCUMENT SET AND TO COORDINATE THE BLDG BUILDING 5LK6 BLOCKING MIR MIRROR MLD MOULDING 5201 PLAN B DETAILS MISC. DETAILS/6EN NOTES WORK TO MEET THE DESIGN INTENT. THE GONTRAGT DOCUMENTS CONTEMPLATE A FINISHED PIECE OF WORK OF SUCH GHARAGTER AND QUALITY A5 15 REA50NABLY INFERABLE FROM THEM. H'D $M / BM5 BEAM / BEAMS M.O. / MO MASONRY OPENING 4. IN THE CASE OF A CONFLICT BETWEEN ANY PART OR PARTS OF THE CONTRACT DOCUMENTS, OTHER BOT / 5/0 / B/ BOTTOM / BOTTOM OF MP METAL PANEL ARGHITEGTURAL THAN AN OM155ION OR FAILURE TO SHOW DETAILS OR TO REPEAT NOTES FROM ONE PART OF THE BIRD / BD BOARD MR6WB M015TURE RE515TANT GYPSUM WALLBOARD GONTRAGT DOCUMENTS TO ANOTHER APPLICABLE PART, PRECEDENCE SHALL BE IN THE FOLLOWING L BRG BEARING MTV MOUNTED A001 GENERAL NOTES, WALL TYPES, AND LEGEND ORDER TO DETERMINE REQUIRED WORK: (1) ADDENDA, (2) AGREEMENT, (3) SPECIFICATIONS, 307 Washington Avenue B5MT BASEMENT N NET A101 FLOOR PLANS, ENLARGED DETAILS AND LOW WALL SECTION DRAWIN65: (4) SCHEDULES, (5) LARGE SCALE DETAILS (I.E. GREATER THAN A 3/4" SCALE), (6) LARGE Albany, New York 12206 USA L CENTER LINE A102 ROOF PLAN AND REFLECTED CEILING PLAN SCALE PLANS AND SECTIONS (I.E. AT A SCALE EQUAL TO OR GREATER THAN THE SCALE FOR THE G NNONCOMBUSTIBLE A201 EXTERIOR ELEVATIONS, DOOR ELEVATION AND DETAILS BASK OVERALL FLOOR PLAN OR SITE PLAN), (1) SMALLER 5GALE DETAIL DR(I.E. LE55 THAN pAWIN65 http://www.DDArch.com DDArch.com G C AB CABINET GJ CONTROL JOINT / CONSTRUCTION JOINT NI G NOT IN CONTRACT NOM NOMINAL 2 A20TIONS BUILDING SECAND EXTERIOR WALL SECTIONS A 3/4" SCALE), (5) SMALL SCALE PLAN AND SECTION DRAWIN65 (AT A SCALE LE55 THAN THE BASIC T: 518.463.8066 F: 518.463.8610 GL / GL05 CLOSET GLR CLEAR GI-6 CEILING NO (5) NUMBER(5) NITS NOT TO SCALE A601 F5101 FINISH SCHEDULE AND FIN15H KEY FOOD 5ERVIGE EQUIPMENT PLAN, 5GHEDULE 8 ELEVATIONS FLOOR PLAN OR 51TE PLAN). 5. IF THERE 15 A CONFLICT BETWEEN TWO OR MORE DRAWIN65, STANDARDS, OR REQUIREMENT5, CAPE COD INFLATABLE FOLLOW THE M05T STRINGENT, UNLE55 OTHERWISE DIRECTED BY ARCHITECT. GMU CONCRETE MA50NRY UNIT OA OVERALL PLUMBING PARK GOL COLUMN GONG CONCRETE OG / GIG ON CENTER OGG OCCUPANT / OCCUPANTS P000 NOTES, SCHEDULE, LEGEND 6. THE DRAWIN65 INDICATE A COMPLETE SCOPE OF WORK. DETAILS 5HOYVN ARE TYPICAL. 51MILAR BAR POOL K GONT CONTINUOUS O/H OVERHEAD P001 SPECIFICATIONS DETAILS APPLY TO 51MILAR CONDITIONS, U.N.O. K GONTR CONTRACTOR OPN6 OPENING P002 SPECIFICATIONS 1. IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY 5HOWN ON THE DRAWIN65, GORR GORRIDOR OFF HD OPP051TE HAND P003 SPECIFICATIONS THEIR CONSTRUCTION SHALL BE OF THE SAME GHARAGTER A5 SIMILAR CONDITIONS THAT ARE SHOWN 518 Main St GFT CARPET C5LR CONCRETE SEALER PART. PARTITION P004 SPECIFICATIONS OR NOTED. West Yarmouth, MA 02673 GT GERAMIG TILE GTB CERAMIC TILE BASE P.F. PREFINISHED FJ PANEL JOINTS P101 PLUMING PLAN 8. CONTRACTOR 15 TO COORDINATE WORK BETWEEN TRADES. NOTIFY THE ARCHITECT IN WRITING GTF GERAMIG FLOOR TILE FL PLATE / PLASTIC ELECTRICAL IMMEDIATELY IF CONFLICT 15 DETERMINED, PRIOR TO START OF WORK. GTW CERAMIC WALL TILE GW GOLD WATER PLB /PL PLASTIC LAMINATE M LPLUMBING E000 ELECTRICAL LEGEND, ABBREVIATIONS ONS AND NOTES 1. CONTRACTORS SHALL V151T 51TE AND COMPLETELY FAMILIARIZE THEMSELVES WITH EXISTING / / FLY/ PLYWD PW PLYWOOD E001 ELECTRICAL SPECIFICATIONS CONDITIONS PRIOR TO EXECUTION OF ANY CONSTRUCTION. CONTACT OWNER AND/OR ARCHITECT PRIOR TO EXECUTING ANY WORK IN QUESTION. J D DRYER / DEEP PNL PANEL E002 ELECTRICAL SPECIFICATIONS PET DETAIL P / PT / PTD PAINTED) E003 ELECTRICAL SPECIFICATIONS 10. CONTRACTORS ARE TO EXECUTE ALL WORK IN ACCORDANCE WITH ALL GOVERNING CODES AND PIA DIAMETER POL POL15H / POL15HED E004 ELECTRICAL 5PEGIFICATION5 REGULATIONS. 015F DISPENSER PR PAIR E005 ELECTRICAL SPECIFICATIONS DIY DIVISION DN DOWN DR DR F.T.POINT P./ PPT PRESSURE PRESERVATIVE TREATED PT8 PORCELAIN TILE BASE E101 E601 ELEGTRIGAL POWER AND LIGHTING PLAN ELECTRICAL DETAILS 11. CONTRACTORS SHALL BE RESPONSIBLE FOR THE INCLUSION OF ALL WORK NECESSARY FOR A COMPLETE INSTALLATION WHETHER OR NOT SUCH WORK 15 INDICATED IN THE CONTRACT DOCUMENTS. DTL DETAIL PTO PAPER TOWEL DISPENSER 12. CONTRACTOR 15 TO GOORDINATE CONSTRUCTION OPERATIONS TO ENSURE ORDERLY AND EFFICIENT DWG DRAWING PTF PORCELAIN FLOOR TILE INSTALLATION OF EACH PART OF THE WORK, AND 5EQUENCE WORK TO OBTAIN BEST RESULTS WHERE PIN 015HWA5HER PTW PORCELAIN WALL TILE INSTALLATION OF ONE MATERIAL OR SYSTEM 15 DEPENDENT ON INSTALLATION OF ANOTHER H MATERIAL OR SYSTEM. INSTALLATION OF DIFFERENT COMPONENTS 15 TO BE 5EQUENGED FOR H EA EA QT QUARRY TILE MAXIMUM PERFORMANCE AND FOR ACCESSIBILITY FOR FUTURE MAINTENANCE. EATD EXIT ACCESS TRAVEL DISTANCE QTF QUARRY FLOOR TILE ' EF5 EXTERIOR FIN15H SYSTEM (NO INSULATION) QTB QUARRY TILE BASE 13. IN AREAS WHERE THE DRAWIN65 DO NOT APORE55 METHODOLOGY, WORK SHALL BE PERFORMED EHO ELEGTRIG HAND DRYER IN STRICT COMPLIANCE WITH MANUFACTURER'5 SPECIFICATIONS AND RECOMMENDATIONS. NOTIFY THE EIF5 EXTERIOR INSULATED FIN15H SYSTEM EL / ELEV ELEVATION R R15ER / RADIUS / RUBBER RAP RADIUS ARCHITECT IN WRITING OF ANY CONFLICT ARISING FROM MANUFACTURER'S REQUIREMENT5. ELEG ELECTRIC / ELECTRICAL EMER EMERGENCY RB RUBBER BASE REF / REFRIG REFRIGERATOR 14. CONTRACTOR 15 TO COMPLY WITH MANUFAGTURER5' WRITTEN INSTRUCTIONS AND RECOMMENDATIONS DDA PROJECT #21 -008 FOR INSTALLING PRODUCTS IN APPLICATIONS INDICATED, MAINTAIN 51TE CONDITIONS THAT WILL EQ EQUAL REOD REQUIRED ENSURE THE BEST POSSIBLE RESULTS OF MATERIALS AND SYSTEMS, AND 5EQUENGE DELIVERY AND EQUIP / EQPM EQUIPMENT RF RESINOUS FLOORING ON51TE STORAGE OF MATERIALS TO MAINTAIN CLEAR 5PA6E FOR MOVEMENT OF MATERIALS AND G EX15T / EX EXISTING RFB INTEGRAL RESINOUS FLOOR BASE EQUIPMENT WITHOUT DAMAGE TO MATERIALS AND GON5TRUGTION. G EXP JT / EJ EXPAN51ON JOINT RH RIGHT HAND EXP EXF05EP RHR RIGHT HAND REVERSE 15. COLUMN LINES INDIGATED ON RENOVATION AND ADDITION PROJECTS ARE FOR REFERENCE ONLY EXT EXTERIOR RM ROOM AND DO NOT NECESSARILY CORRESPOND TO EXISTING DESIGNATIONS OR AS INDICATED ON OTHER R.O. / RO ROUGH OPENING DRAWIN65. F05 FIBER CEMENT SHEET FP FLOOR DRAIN RP RE51N PANEL 16. ALL DIMENSIONS ARE TO FINISHED FACE OF EXISTING NALL5, TO FACE OF NEW STUDS, TO FACE OF FE FIRE EXTINGUISHER 5 SEALER MASONRY, TO FAGS OF CONCRETE, OR TO FAGS OF EXISTING FINISHED SURFACES, U.N.O. THE . FEC FIRE EXTINGUISHER CABINET 5G 50LID GORE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT °� FF FIN15HEO FACE / FINISHED FLOOR 50 50AP DISPENSER IN WRITING PRIOR TO COMMENCEMENT OF WORK. ��� 1N• FGWB FIBERGLASS MAT FACED GYPSUM WALLBOARD 5F SQUARE FEET E FIN FIN15H / FINISHED FIXT FIXTURE 56 SAFETY GLASS 514T SHEET 11. THROUGHOUT CONSTRUCTION THE CONTRACTOR 15 TO CHECK ALL DIMENSIONS ON JOB AND FULLY ; E FL / FLR FLOOR SIM 51MILAR VERIFY PRIOR TO EXECUTION. COMMENCEMENT OF WORK INDICATES AGGEPTANGE OF EXISTING N. . CONDITIONS. FNDN / FOUND / FND FOUNDATION 5L GONG SEALED GONGRETE FPFG FIREPROOFING 5P SPANDREL GLASS 18. PLUS/MINUS (±) NOTATIONS ARE USED IN DIMENSION STRINGS OR ELEVATION SYMBOLS TO ACCOUNT (OFMRS ' FR FIRE RE515TANT 50 5QUARE FOR VARIATIONS IN DRAWIN65 AND FIELD GONDITION5. VERIFY ALL PLU5/MINU5 (±) DIMENSIONS stamp FRP FIBERGLASS REINFORCED PANEL 55 50LID SURFACE DURING WORK, AND NOTIFY THE ARCHITECT IN WRITING OF ANY D15GREPAN6Y OR NECESSARY SYMB ISSUED FOR DATE FRT FIRE RETARDENT TREATED 55 / 6/5 5TAINLE55 STEEL MODIFICATIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONSTRUCTION DOCUMENTS 3/01 /22 FRZR FREEZER 5T STAIN F5E FOOD SERVICE EQUIPMENT 5TL / 5T STEEL 11. PRIOR TO LAYING OUT WORK, CONTRACTOR 15 TO LOCATE BENCHMARKS AND CONTROL POINTS. E FT FOOT / FEET 5TOR STORAGE VERIFY LAYOUT INFORMATION 5HOWN ON DRAWIN65 IN RELATION TO FIELD CONDITIONS AND FTG FOOTING 5TRUGT 5TRU6TURAL / STRUCTURE BENCHMARKS, ENGINEERING SYSTEMS, AND MATERIALS AND NOTIFY THE ARCHITECT IMMEDIATELY E FURN FURNISH / FURNITURE 5U5P SUSPENDED WITH ANY DISCREPANCIES WITH EXISTING CONDITIONS OR CONFLICTS WITH WORK LAYOUT. FURR FURRED / FURRING 5V SHEET VINYL FLOORING 20. VERIFY SPACE REQUIREMENT5 AND DIMENSIONS OF ITEMS 5HOWN DIAGRAMMATICALLY ON THE G GROSS T TREAD /TOP DRAWIN65, INCLUDING, BUT NOT LIMITED TO, EQUIPMENT, FURNITURE, AND CLEARANCES A5 IDENTIFIED GA GAUGE TTONGUE AND GROOVE IN THE CONTRACT DOCUMENTS. NOTIFY THE ARCHITECT IMMEDIATELY OF DISCREPANCIES BETWEEN GAL GALLON T/M / T.O.M. TOP OF MASONRY THE DRAWINGS AND FIELD CONDITIONS. 6ALV GALVANIZE / GALVANIZED T/5 TOP OF STEEL 66 GENERAL GONTRAGT(OR) TBB TILE BACKER BOARD 21. PRIOR TO WORK, INVESTIGATE AND GONFIRM LOCATION OF UNDERGROUND OR OTHERWISE 6FIC GOVERNMENT FURN15HED / TBD TO BE DETERMINED GONGEALED UTILITIES IN WORK AREA, UTILITIES INDICATED IN CONTRACT DOCUMENTS TO BE 0 CONTRACTOR INSTALLED TEL TELEPHONE # >' AFFEGTED BY WORK, GONDITION OF EXISTING CONSTRUCTION IN PROJECT AREA FOR MEETING D GL GLA55 /GLAZING TEMP TEMPERED /TEMPERATURE /TEMPORARY PERFORMANCE INFERRED BY DR4WIN65, LOCATION OF EXISTING UTILITY SYSTEMS AND ROUGH-IN5 GNP GROUND T6 TEMPERED GLASS TO BE REUSED, AND SUITABILITY OF MATERIALS FOR INSTALLATION OF NEW CONSTRUCTION. GRD GRADE THK THICK I PROCEED WITH WORK ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN RESOLVED. GWB GYPSUM WALLBOAR P THRU THROUGH PROGEE0IN6 WITH WORK INDICATES AGGEPTANGE OF SURFACES AND CONDITIONS. TYP TYPICAL H/L HIGH/LOW 22. IF THE CONTRACTOR DETERMINES THAT A SUBSTITUTE 15 REQUIRED, OR WILL PRODUCE GREATER HG / H/G HANDICAP UGR UNDERGOUNTER REFRIGERATOR 3 PERFORMANCE OR COST SAVINGS, THE GONTRAGTOR 15 TO PROVIDE A REA50N FOR THE HD HANDDRYER UG UNDERGROUND SUBSTITUTE, CONFIRMATION OF COORDINATION WITH ASSOCIATED MATERIALS AND/OR 5Y5TEM5 IN HDBD HARDBOARD UL UNDERWRITER5' LABORATORY �' A ,` THE DESIGN, PRODUCT DATA UPON REQUEST, AND WAIVER OF RIGHTS TO ADDITIONAL PAYMENT OR HDR HEADER UNO / U.N.O. UNLESS NOTED OTHERWISE : a TIME IF PROP05ED SUBSTITUTE FAILS TO PRODUCE INDICATED RESULTS. HDW HARDWARE UR URINAL G HDWD HARDWOOD UTIL UTILITY ": 23. CONTRACTOR 15 TO MAKE JOINTS OF UNIFORM WIDTH. WHERE JOINTS IN EXF05EP WORK ARE NOT HM HOLLOW METALS HORIZ HORIZONTAL V VINYL / VENT �. INDICATED, ARRANGE JOINTS TO BEST VISUAL AFFECT. WHERE EDGE OF A MATERIAL ABUTS x 01551MILAR MATERIAL, EDGE 15 TO BE EVEN AND LEVEL OR PLUMB. FIN15H EDGE FOR SMOOTH HR HAND RAIL VB VINYL BASE � CONTINUOUS APPEARANGE. HR / HR5 HOUR / HOURS VCT VINYL COMPOSITION TILE�- HT HEIGHT VEN VENDOR 24. PROVIDE SEALANT AT ALL JOINTS BETWEEN P1551MILAR MATERIALS, U.N.O. HTG HEATING VERT VERTICAL " Drawn Project Manager P.I.C. HVAG HEATING/VENTILATING/AIR CONDITIONING VEST. VESTIBULE_k. HW HOT WATER VIF / V.I.F. VERIFY IN FIELD JZ RMR DWD VTR VENT THROUGH ROOFt ID IN51DE DIAMETER' K [3 SHEET TITLE IG INSULATED GLASS / INSULATED GLAZING W WIDE / WASHER t IMP INSULATED METAL PANEL W/ WITH INCL INCLUDING WG WATER GL05ET INSUL INSULATION WWOO OD r . ABBREVIATIONS, INV INVERT INTER / INT INTERIOR WP WATERPROOF WPFG WATERPROOFING DRAWING LIST , AND WR WATER RE515TANT N GENERAL NOTES JAN JANITOR CLOSET JT JOINT A LAV LAVATORY A SHEET NUMBER LF LINEAR FEET LH LEFT HAND A 7 VICINITY M A P 001 LHR LEFT HAND REVERSE LIN LINEN CLOSET NTS 1 4 F 7 R Q 1 (1 1 1 1 1 1 4 1 © 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. N M L_ K H 5 E E D C B AI 1 2 3 4 5 6 7 g I 9 Al LIFE SAFETY PLAN 1 /411 = 1'-011 1 1 2 3 10 11 12 13 1 14 1 15 SUMMARY of CODE REQUIREMENTS APPLICABLE 6ODE5: 2015 INTERNATIONAL BUILDING GORE (IBG) 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBG) • 2015 INTERNATIONAL FIRE GODE (IFG) • 2015 INTERNATIONAL MEGHANIGAL GODE (IMC) • 150 GMR NINTH EDITION - MAS5ACHU5E75 AMENDMENTS TO THE IBG-2015 • GMR 521 - ARGHITEGTURAL AGGE55 BOARD • 521 GMR 12 - MA55AGHU5E75 AMENDMENTS TO THE 2020 NATIONAL ELEGTRIG GORE (NEC) • 546 GMR - MA55AGHU=5 FUEL GA5 AND PLUMBING CODE OGGUPANT TYPE: GROUP - B USE (AREA OF WORK): BU51NE55 - BAR SERVING BUILDING HEIGHT5, STORIES, AND AREAS (IBG TABLES: 504.3, 504.4 506.2) ALLOWABLE HEIGHT / 5TORIE5 FOR GROUP-B: 40', 2 STORY ABOVE GRADE PLANE ACTUAL HEIGHT / STORIES: 14', 1 STORY ABOVE GRADE PLANE ALLOWABLE AREA FOR GROUP-B: g000 5F ACTUAL AREA: 2515F TYPE OF CON57-UGTION (IBG (501): BUILDING GON5TRUGTION: TYPE VB. INTERIOR BUILDING ELEMENTS ARE COMBU5TIBLE. EXTERIOR WALL5 ARE WOOD GON5TRUGTION.. BUILDING 15 UN5PRINKLERED THROUGHOUT. OGGUPANT LOAD (IBC, TABLE 1004.1.2) AREA AREA PER OGGUPANT ROOM/AREA FUNGTION OF SPACE (5F) OGGUPANT COUNT BAR SERVING BU51NE55 251 100 OR055 3 TOTAL: 2515F 3 MEANS OF EGRESS: • NUMBER OF REQUIRED EXITS: 1 (iBC 1006.2.1 $ TABLES 1006.2.1 4 1006.3.1) • EXIT AGGE55 TRAVEL 015TANGE: 20OFT (IBG TABLE 1011.2) - GOMPLIE5 LIFE SAFETY PLAN SYMBOL LEGEND Room name ROOM NAME 0'-0" EATO MAXIMUM EXIT AGGE55 • �� TRAVEL 015TANGE 150 SF AREA (517) EXIT AGGE55 PLAN NORTH 1 10111 ARCHITECTS, P.C. HUE I —DI � 0 I —DI 3 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 CAPE COD INFLATABLE PARK BAR POOL 518 Main St West Yarmouth, MA 02673 DDA PROJECT #21-008 Ap BANY N.Y. 0 Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn Jz Project Manager RMR P.I.C. DWD SHEET TITLE LIFE SAFETY PLAN & CODE SUMMARY SHEET NUMBER G101 L_ K J H C E E D C B A 4 I 5 1 6 I 7 8 I 9 10 I 1 1 12 I 13 14 15 ( Q 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. 1 1 2 1 3 I 4 I 5 I 6 I 7 I 8 10 12 13 14 15 N M L K J H E E D C B i A POOL V BY OTF �- r./LV 1 1 V 1 � {'J � IG /� CJ 'T✓ J l�1 IG VV. 5-101 SCALE: 1/2" = 1'-0" I EACH WAY 2'-0" 811 FOUNDATION FLAN SCALE: 1/2" = 1'-0" 4 1 5 H N v 0 Co" x 6" WOOD GOLUMI SEE ARCH. DRAWINGc- FOR WALL DETAIL (2) 2" x 6" TOP PLATE 2 x 65 © 16" 0( FIN. FL. ELEV. 1 MALL DETAIL 10'-3"± 2 x 8® 16" OG. I MONO PITCH ROOF I 2 x 8@ 16" OG. TRU55E5 (9 24" OG. ROOF FRAM I NC FLAN (2) 2" x 6" SILL PLATE W/ 5" 0 ANCHORS C� 4'-0"OG. SCALE: 1/4" = 1'-0" WOOD FRf KNEEWALL ARCH. DR, FOR DETA 6" x 6" WC COLUMN 10x 12x4 W/ e" x 12" BENT PLA- (2) 4" THRI (4) 411 A.B. UEAIULIN(; + UEMULIN(; ' 307 Washington Avenue L Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 CAPE COD INFLATABLE PARK 6" WOOD COLUMN BAR POOL K GAL 512 MAIN STREET WEST YARMOUTH, MA 02673 . L CgiockRumford, CIVIL ENGINEERING .SURVEYING TRANSPORTATION .ENVIRONMENTAL 1150 Pawtucket Avenue 6 (401) 434-88804-8880 LTD.. www.cvvltd.net DDA PROJECT # 12" AL H EA CIVIL F S STD � BASE 'LATE DETAIL (2 LOGATIONS) 5-101 SCALE: 1/2" — 1'-0" 5—IOI SCALE: 1/2" = 1'-0" EXISTING / PROPOSED POOL WALL d ° .° . 6" x 6" WOOD COLUMN a A.<A a. 4" x 10" x 4" B.P. WITH0-`� x 12" BENT PLATE EACH SIDE 2) 4" THRU—BOLTS 6 x 6 WOOD COLUMN 12" x 12" GONG. PIER a TOP PIER ELEV. G8'-6" a. (5) 4" ANCHOR BOLTS a:. 2'-0" x 2'-0" x 12" SIMPSON COLUMN GONG. FOOTING BASE GB66 OR EQUAL LINE OF WOOD FRAME KNEEWALL BASE PLATE DETAIL ® GORNERS (2 LOGATiOW SCALE: 1" = 1'-0" IC,3G r5- GOLUMN DETAIL IB,2A 5-101 SCALE: 1" = I'-0" v �� I Stamp SYMB ISSUED FOR BY DATE CONSTRUCTION DOCUMENTS 3/01/22 IF 0 C Drawn Project Manager P.I.C. SHEET TITLE B FOUNDATION / ROOF FRAMING PLAN & DETAILS BAR POOL SHEET NUMBER A S-101 1 2 3 6 7 8 9 10 11 12 13 14 15 0 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. 2 3 4 5 6 7 9 10 12 13 14 15 MI LI I� HI F E DI C B A 40 01A_ VARIES GORNER 6x6-HI.4xHI.4 HELVE WIRE FABRIC CONCRETE SLAB ON GRADE (AS OCCURS, I NTERSEGTI ON DOWELS TO BE SAME SIZE 4 SPACING AS HORIZ. REINF. TYP I GALL NALL. DETAIL SCALE. 1/2" = 1'-0" COORD. PAD DIMENSIONS WITH UNIT REQUIREMENTS PROVIDE ROUGH SURFACE OF CONCRETE SLAB BELOW 8 APPLY APPROVED EPDXY BONDING AGENT PRIOR TO PLAG I NG CONCRETE PAD COORDINATE ALL HOUSEKEEPING PAD REQUIREMENTS, INCLUDING QUANTITIES, SIZES, LOCATIONS, EMBEDDED ITEMS, ETC. WITH MEP AND ARCHITECTURAL DRAWINGS. TYP I GALL EGU I PMENT HOUSEKEEP I NC PAID DETA I L SCALE : NTS 2'-611 VARIES (TYP) VARIES (3' MAX. VARIES UNLESS OTHERWISE NOTED) �8 . CONT. REINFORCING STEEL TO MATCH • ' BOTTOM REINFORCING VARIES '6 (TYPICAL) CONT. REINFORCING 12" CONT. T/4 DEEP SAHCUT CONTROL JOINT �x x� x x 4IT CONCRETE SLAB THICKNESS VARIES NOTE: ALL 5AW0UT JOINTS SHALL BE MADE WITHIN 4 HOURS OF CONCRETE PLACEMENT. FILL WITH JOINT SEALANT. T*rP I CALL SLAB CONTROL. JOINT DETAIL 50ALE : NTS NOTES: GENERAL I. ALL WORK SHALL CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE, ITS APPLICABLE REFERENCED STANDARDS, AND LOCAL CODES. 2. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AS THEY RELATE TO NEH CONSTRUCTION. REPORT TO THE ARCHITECT/ENOINEER ALL OBSERVATIONS AND ANY DISCREPANCIES BEFORE PROGEEDING WITH ANY WORK. 3. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE FOR A SAFE AND EFFICIENT METHOD OF SHORING AND/OR BRAGINO THE EXISTING STRUCTURE DURING BOTH DEMOLITION AND NEW CONSTRUCTION PHASES. SUBMIT AN OUTLINE OF PROPOSED PROCEDURE TO THE ARCH I TEGT/ENOI NEER BEFORE DEMOLITION OPERATIONS BEGIN. 4. SUBMIT COMPLETE SHOP DRAWINGS AND SCHEDULES OF ALL STRUCTURAL ELEMENTS TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. 5. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONTAGTINO DIG -SAFE PRIOR TO STARTING ANY HORK. 6. REMOVE ALL TOPSOIL, EXISTING FILLS, OROANIG MATERIALS, AND FROST DISTURBED SOILS PRIOR TO PLAGINO NEH FOOTINGS 7. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY AREAS DISTURBED AS PART OF THE STRUCTURAL MODIFICATIONS. CONCRETE 1. ALL CONCRETE WORK SHALL CONFORM TO AGI 318 $ 301 REQUIREMENTS. THIS SHALL INCLUDE PROPORTIONING OF CONCRETE MIX, CONCRETE TESTING, PLACEMENT OF CONCRETE, AND GURING PROCEDURES. 2. ALL CONCRETE SHALL HAVE THE FOLLOWING 28-DAY COMPRESSIVE STRENGTH: a. 4,000 PSI 3. CONCRETE REINFORCING SHALL BE IN AGGORDANGE HITH ASTM A615, GRADE 60. INSTALLATION SHALL BE IN ACCORDANCE HITH AGI 315 AND 515. 4. WELDED HIRE FABRIC SHALL BE IN AGGORDANGE WITH ASTM A 05. 5. PROVIDE THE FOLLOWING MINIMUM REINFORCINO GOVER: a. FOOTINGS --- _-------------- ____------- 3INCHES b. GONG. EXPOSED TO HEATHER OR EARTH ------- 2 INGHES c. SLABS ON GRADE (STEEL BARS) ------------- 2 1NGHES d. SLABS ON GRADE (HHF)------------------ SEE TYP. DETAILS 6. FOUNDATIONS HAVE BEEN ASSUMED TO BEAR UPON VIROIN SOIL OR COMPACTED ENGINEERED FILL HAYING A MINIMUM BEARING CAPACITY OF 1.5 TONS/S.F. 7. ENGINEERED FILL UNDER BUILDING SHALL BE PLACED IN 8" LAYERS AND COMPACTED TO C15% MAX. DRY DENSITY. 5. ENGINEERED FILL UNDER SLA135 AND FOOTINGS SHALL CONSIST OF GRANULAR SOIL FREE OF OROANIG MATTER AND GONFORMINO TO THE FOLLOWING LIMITATIONS ON GRADATION: a. MAXIMUM SIZE OF PARTICLES 3 INCHES 3 b. RETAINED ON " SIEVE 30% MAXIMUM 4 C. PASSING NO, 100 SIEVE 45% MAXIMUM d. PA551NO NO. 200 SIEVE 8% MAXIMUM a. PROVIDE CORNER BARS AT ALL HALL CORNERS B INTERSECTIONS MATGHINO HORIZONTAL REINFORCEMENT WITH 2-6" MINIMUM LAPS. 10. LAP ALL BARS 40 DIAMETERS MINIMUM. 11. COORDINATE LOCATION OF FOUNDATION HALL DEPRESSIONS AND OPENINGS WITH ARCHITECTURAL DRAWINGS. 12. PROVIDE TOTAL AIR ENTRAINMENT OF 4% W FOR ALL CONCRETE EXPOSED TO HEATHER. TYP I GALL 5TEPPED FOOTI NC DETAIL SCALE : NTS CONT. 5AWGUT JOINT FILLED WITH JOINT SEALANT (SEE TYP. DETAIL) -CONT. 2x4 KEY SLAB REINFORCEMENT �1�i (TYPICAL) I "DIAxV-0" LONG SMOOTH DOWELS 0 1'-0" O.G. NOTE: SUBMIT CONSTRUCTION JOINT LOCATIONS FOR APPROVAL 7'rP I GALL 5LA 5 ON C RADE CONSTRUCTION JOINT DETAIL SCALE : NTS 13. MAXIMUM HATER/GEMENT RATIO - W/G = 0.45. (USE SUPER PLASTICIZER AS REQUIRED FOR WORKABILITY) 14. ALL 5AH GUT JOINTS SHALL BE MADE HITHIN 4 HOURS OF CONCRETE PLACEMENT, FILL WITH JOINT SEALANT. (200 SF MAX) 15. BOTTOMS OF ALL EXTERIOR FOOTINGS SHALL BE 3'-6" MINIMUM BELOW FINISH GRADE. 16. FOOTIN65 SHALL BE STEPPED AT A MAXIMUM SLOPE OF 3 HORIZONTAL TO I VERTICAL UNLESS NOTED OTHERWISE. 17. ALL FOUNDATION HALLS SHALL BE BACK FILLED AFTER 25 DAYS OF CONCRETE PLACEMENT. (THIS TIME MAY BE REDUCED IF THE HALL 15 ADEQUATELY BRACED) DURING BAGKFILL OPERATIONS OF ALL FOUNDATION HALLS, THE FILL ON EITHER SIDE OF THE HALL SHALL NOT EXCEED A 2'-0" DIFFERENTIAL, UNLESS THE HALL IS DESIGNED FOR RETAINING ACTION. 15. ALL RETAINING HALLS SHALL BE BACK FILLED AFTER 2b DAYS OF CONCRETE PLACEMENT. IC1. PROVIDE MATGHIN6 DOWELS INTO FOUNDATION HALLS AT ALL VERTICAL REINFORCEMENT. STRUCTURAL LUMBER 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE AMERIGAN FOREST 4 PAPER ASSOC. STANDARDS AND 5PEGIFIGATIONS, LATEST ADDITION. 2. ALL LUMBER USED IN A STRUCTURAL CAPACITY SHALL BE 19% KILN DRIED HEM -FIR NO. 1 OR EQUAL, FB. 1200 P51. 3. ANY HOOD IN DIRECT CONTACT WITH CONCRETE OF MASONRY, EXPOSED TO UNHEATED BASEMENT AND GRAHL SPACES, OR EXPOSED TO THE EXTERIOR SHALL BE PRESSURE TREATED. 4. ALL FASTENERS SHALL BE IN CONFORMANCE WITH THE FASTENING SCHEDULE IN THE MASSACHUSETTS STATE BUILDING CODE. FASTENERS EXPOSED TO THE HEATHER SHALL BE GALVANIZED OR 5TAINLE55 STEEL. MASONRY CONSTRUCTION 1. ALL MASONRY UNITS SHALL CONFORM TO A5TM G-CIO TYPE N-I WITH THE STRENGTH OF UNITS AND MORTAR BEING SUCH THAT ALL VALUES ARE SATISFIED. 2. GROUT AND MORTAR SHALL CONFORM TO ASTM G476. TYPE M OR 5 3. ALL MASONRY HORK, INCLUDING GURING, ERECTION, AND HEATHER PROTECTION, SHALL CONFORM TO THE NGMA AND AGI-531 REQUIREMENTS AND STANDARDS. 4. PROVIDE GALVANIZED HORIZONTAL REINFORCEMENT @ 16" O.G. MIN. UNLESS OTHERHI5E NOTED. 5. UNLESS NOTED OTHERWISE, PROVIDE A MINIMUM OF #5 @ 45" O.G. VERTICAL REINFORCEMENT IN ALL MASONRY HALLS. 6. PROVIDE ADDITIONAL VERTICAL REINFORGEMENT @ JAMBS OF ALL HALL OPENINGS, HALL ENDS, STEEL BEAMS AND ANGLE BEARING LOCATIONS. MINIMUM REINFORCEMENT SHALL BE 2-#6 VERTICALS UNLESS NOTED OTHERHISE. WOOD TRUSS SYSTEM 1. TRUSS DESIGN, FABRICATION, AND ERECTION SHALL BE IN CONFORMANCE HITH THE TRUSS PLATE INSTITUTE'5 SPECIFICATIONS AND RECOMMENDATIONS, AS HELL AS IN CONFORMANCE WITH THE BOLA APPROVAL REPORT REQUIREMENTS. DURING THE ERECTION PROCESS TEMPORARY LATERAL BRAGING OF THE TOP $ BOTTOM CHORDS AND HEB MEMBERS SHALL BE INSTALLED PER THE TRUSS PLATE INSTITUTE GUIDELINES. ALL LATERAL BRAGINO INSTALLED DURING THE ERECTION PROCESS SHALL REMAIN IN PLACE AND BE MADE A PART OF THE PERMANENT BRAG I NO SYSTEM AS DIREGTED BY THE ENGINEER. INTERRUPT EVERY OTHER HORIZONTAL BAR SEE TYPICAL WALL DETAILS FOR RIENFORCING SIZE AND SPACING I "xI V-GROOVE CONTROL JOINT NOTE: PROVIDE CONTROL JOINTS 0 20'-0" O.G. MAX 0 ALL GONG. HALLS EXPOSED 24" OR GREATER ABOVE FINISH GRADE COORDINATE ALL SLAB FINISHING DETAILS WITH ARCHITECT 10 MIL. VAPOR BARRIER (MIN) " x I" JOINT SEAL (TYP.) CONT. 2x4 KEY HATER STOP (WHERE INDICATED) o. a is _ • : < �. o FILL SIDE SEE WALL DETAILS I"x1" V-GROOVE FOR REINFORCING SIZE AND SPACING CONSTRUCTION JOINT NOTE: MAXIMUM PLACEMENT BETWEEN HALL CONSTR. JOINTS (FOR CONT. HALLS) SHALL BE (50) FEET, UNLESS NOTED OTHERWISE. TYP I GALL CONCRETE HALL JOINT DETAILS SCALE : NTS GOOI\V INATE A I 1 /_ 1 A G 6x6xW2.gxW2.q WWF ® MID. FINISHING DE' DEPTH ARCHITECT (UNLESS NOTED OTHEREHISE) 10 MIL. VAPO BARRIER (MIP 5" OR 6" CONCRETE SLAB SLAB - H.W.F MINE 6" MINIMUM "SAND -GRAVEL (GOMPAGTED) UNDISTURBED NATURAL SOILS OF COMPACTED "GRANULAR FILL" (COORD. W/ GEOTECHNIGAL ENGINEER) SLAB - BAR REINF. TYP I GALL CONCRETE SLAB ON C RADE DETA I L5 SCALE : NTS 2. THE HOOD ROOF TRUSS FABRICATOR SHALL DESIGN AND FABRICATE THE ENTIRE ROOF AS A SYSTEM. THIS SHALL INCLUDE ALL STICK FRAMED SECTIONS, OVERHANGS, ROOF OPENING FRAMING (IF APPL I GABLE), AND ALL REDO I RED GONNECTIONS, COORDINATE WITH ARCHITECTURAL DRAHIN65 FOR ALL DETAILS AND DIMENSIONS NOT A PART OF THE STRUCTURAL DRAHIN65. 3. THE HOOD ROOF MEMBERS INDICATED ON THESE DRAHINOS REPRESENT THE MINIMUM FRAMING REQUIREMENTS, AND THE FINAL DES I ON USED SHALL BE BASED ON THE APPROVED SUBMITTED ROOF DESIGN. 4. ALL BEARING LINES SHALL BE INDICATED ON THE ROOF FRAMING LAYOUT TO BE SUBMITTED FOR APPROVAL. 5. SUBMIT SHOP DRAHIN65 FOR APPROVAL. THE SHOP DRAWINGS SHALL INGLUDE: HOOD ROOF FRAMING LAYOUT, DESIGN DATA INDICATING CONFORMANCE WITH THE CONTRACT DOCUMENTS, AND BOLA APPROVAL OR RESEARCH REPORT FOR THE TRUSS PLATE SYSTEM TO BE USED. STRUGTURAL LUMBER 1. ALL HORK SHALL BE IN CONFORMANCE WITH THE AMERIGAN FOREST $ PAPER ASSOC. STANDARDS AND SPECIFICATIONS, LATEST ADDITION. 2. ALL LUMBER USED IN A STRUCTURAL CAPACITY SHALL BE la% KILN DRIED HEM -FIR NO. I OR EQUAL, FB. 1200 PSI. 3. ANY HOOD IN DIRECT CONTACT WITH CONCRETE OF MASONRY, EXPOSED TO UNHEATED BASEMENT AND GRAHL SPACES, OR EXPOSED TO THE EXTERIOR SHALL BE PRESSURE TREATED. 4. ALL BEAM TO BEAM CONNECTIONS SHALL BE GALV. FLANGE HANGERS. SUBMIT SHOP DRAWINGS FOR REVIEH. 5. ALL HOOD POST GAPS AND BASE GONNEGTION5 SHALL BE APPROVED OALV. (SIMPSON OR EQUAL) POST GAP AND BASE PREFABRICATED ASSEMBLIES. SUBMIT SHOP DRAHIN65 FOR REVIEW. 6. THE FRAMING 51ZE5, 5PA61NG, AND FRAMING DETAILS INDICATED ARE THE MINIMUM REQUIRED. PROVIDE DESIGN AND FRAMING DETAILS AS PER LOADS INDICATED. 7. HORIZONTAL BRIDGING SHALL BE PROVIDED WITH DE51ON AND CONNECTION DETAILS. ALL BRIDGING SHALL BE INSTALLED BEFORE ANY CONSTRUCTION LOADS ARE PLACED ON THE JOISTS. THE ENDS OF ALL BRIDGING LINES TERMINATING AT HALLS OR BEAMS SHALL BE ANCHORED THERETO. 10. THE ENDS OF ALL JOISTS BEARING ON BEAMS OR BEARING PLATES SHALL EXTEND 4" MINIMUM OVER THE SUPPORT. >." O.G. (EACH WAY) 6" CONCRETE SLAB 6" MINIMUM "SAND -GRAVEL FILL (COMPACTED) UNDISTURBED NATURAL SOILS OF COMPACTED "GRANULAR FILL" (COORD. H/ CEOTECHNICAL ENGINEER) N ARCHITECTS, P.C. M L�l l n�HffECUUFD � O F__1 S D N�FFD 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 CAPE COD INFLATABLE PARK BAR POOL 512 MAIN STREET WEST YARMOUTH, MA 02673 K t® CIVIL ENGINEERING .SURVEYING TRANSPORTATION .ENVIRONMENTAL 1150 PawtucketAvenue Rumford, RI 02916 C&-Wick(401) 434-8880880 r LTD www.cwltd.net J H DDA PROJECT # C ALL v S I IL N rs sY, tL Stamp SYMB ISSUED FOR BY DATE CONSTRUCTION DOCUMENTS 3/01/22 E D C Drawn Project Manager P.I.C. SHEET TITLE MISC. DETAILS/ GEN NOTES BAR POOL B SHEET NUMBER S-201 A 2 3 4 5 6 7 8 9 10 12 1 13 I 14 I 1 I ® 2021 DEMBLING + DEMBLING ARCHITECTS, P.C. 3 cJ 1 1 10 12 13 14 15 ■ IL•■ LI KI HI GI FI EI DI G BI A 40 DIA. vARIEs GOPINER I NTEIZSEGTI ON DOHEL5 TO BE SAME SIZE 4 SPAG I NG AS HORI Z. RE I NF. &x&-HI.4xH1.4 HELDE HIRE FABRIC CONCRETE SLAB ON GRADE (AS OCCURS, TYP I GAL PSIALL META I LS SCALE: 1/2" = 1'-0" COORD. PAD DIMENSIONS WITH UNIT REQUIREMENTS PROVIDE ROUGH SURFACE OF CONCRETE SLAB BELOW $ APPLY APPROVED EPDXY BONDING AGENT PRIOR TO PLACING CONCRETE PAD COORDINATE ALL HOUSEKEEPING PAD REQUIREMENTS, INCLUDING QUANTITIES, SIZES, LOCATIONS, EMBEDDED ITEMS, ETC. WITH MEP AND ARCHITECTURAL DRAWINGS. TYP I GAL EQUIPMENT HOUSEKEEP I NO PAD DETA I L SCALE: NTS VARIES (TYP) o21 VARIES (3' MAX. VARIES UNLESRWISE NOTED)e . • .o : $ o Q � °.. � . � �� s CONT. REINFORCING STEEL TO MATCH -• BOTTOM REINFORCING VARIES o (TYPICAL) ,• r t CONT. REINFORCING 12" CONT. T/4 DEEP SAHGUT CONTROL JOINT �x xx x IT CONCRETE SLAB THICKNESS VARIES NOTE: ALL SAHGUT JOINTS SHALL BE MADE WITHIN 4 HOURS OF CONCRETE PLACEMENT. FILL WITH JOINT SEALANT. TYPICAL SLAB CONTROL JOINT DE I L 50ALE : NTS NOTES: GENERAL 1. ALL WORK SHALL CONFORM TO THE MASSACHUSETTS STATE BUILDING GODS, ITS APPLICABLE REFERENCED STANDARDS, AND LOCAL CODES. 2. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AS THEY RELATE TO NEW CONSTRUCTION. REPORT TO THE ARGHITEGT/ENLINEER ALL OBSERVATIONS AND ANY DISCREPANCIES BEFORE PROGEEDING WITH ANY WORK. 3. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE FOR A SAFE AND EFFICIENT METHOD OF SHORING AND/OR BRACING THE EXISTING STRUCTURE DURING BOTH DEMOLITION AND NEW CONSTRUCTION PHASES. SUBMIT AN OUTLINE OF PROPOSED PROCEDURE TO THE ARGHITECT/ENGINEER BEFORE DEMOLITION OPERATIONS BEGIN. 4. SUBMIT COMPLETE SHOP PRAHIN05 AND SGHEDULE5 OF ALL STRUCTURAL ELEMENTS TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. 5. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GONTACTING DIG -SAFE PRIOR TO STARTING ANY WORK. 6. REMOVE ALL TOPSOIL, EXISTING FILLS, ORGANIC MATERIALS, AND FROST DISTURBED SOILS PRIOR TO PLAGING NEW FOOTINGS 7. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY AREAS DISTURBED AS PART OF THE STRUCTURAL MODIFICATIONS. CONCRETE I. ALL CONCRETE WORK SHALL CONFORM TO AGI 318 $ 301 REQUIREMENTS. THIS SHALL INCLUDE PROPORTIONING OF CONCRETE MIX, CONCRETE TESTING, PLACEMENT OF CONCRETE, AND GURING PROCEDURES. 2. ALL CONCRETE SHALL HAVE THE FOLLOWING 28-DAY COMPRESSIVE STRENGTH: a. 4,000 PSI 3. CONCRETE REINFORCINL SHALL BE IN ACCORDANCE HITH ASTM A615, GRADE 60. INSTALLATION SHALL BE IN ACCORDANCE WITH AGI 315 AND 318. 4. MELDED HIRE FABRIC SHALL BE IN ACCORDANCE HITH ASTM A185. 5. PROVIDE THE FOLLOWING MINIMUM REINFORCING COVER: a. FOOTINGS -------- _------- __----------- 31NGHE5 b. GONG. EXPOSED TO HEATHER OR EARTH ------- 2 INCHES C. SLABS ON GRADE (STEEL BARS) ------------- 2 INGHES d. SLABS ON GRADE (HHF)------------------ SEE TYP. DETAILS 6. FOUNDATIONS HAVE BEEN ASSUMED TO BEAR UPON VIRGIN SOIL OR COMPACTED ENGINEERED FILL HAVING A MINIMUM BEARING CAPACITY OF 1.5 TON5/5.F. 7. ENGINEERED FILL UNDER BUILDING SHALL BE PLACED IN 8" LAYERS AND COMPACTED TO C15% MAX. DRY DENSITY. 8. ENGINEERED FILL UNDER 5LAB5 AND FOOTING5 SHALL GON5IST OF GRANULAR SOIL FREE OF ORGANIC MATTER AND GONFORMINL TO THE FOLLOWING LIMITATIONS ON GRADATION: a. MAXIMUM SIZE OF PARTICLES 3 INCHES s b. RETAINED ON " SIEVE 30% MAXIMUM 4 C. PASSING NO, 100 SIEVE 45% MAXIMUM d. PASSING NO. 200 SIEVE 8°6 MAXIMUM q. PROVIDE CORNER BARS AT ALL HALL CORNERS $ INTERSECTIONS MATGHING HORIZONTAL REINFORCEMENT HITH 2-6" MINIMUM LAPS. 10. LAP ALL BARS 40 DIAMETERS MINIMUM. II. COORDINATE LOCATION OF FOUNDATION HALL DEPRESSIONS AND OPENINGS WITH ARCHITECTURAL DRAHIN65. 12. PROVIDE TOTAL AIR ENTRAINMENT OF 4% W FOR ALL CONCRETE EXPOSED TO HEATHER. TYP I GAL 5TEPPED FOOT I NO DETAIL SCALE: NTS CONT. SAHGUT JOINT FILLED CONT. 2x4 KEY HITH JOINT SEALANT (SEE TYP. DETAIL) x x-x x-vx=x- ���i �- SLAB REINFORCEMENT (TYPICAL) I"DIA x3'-O" LONG SMOOTH DOWELS ® 1'-0" O.G. NOTE: SUBMIT CONSTRUCTION JOINT LOCATIONS FOR APPROVAL TYP I GAL 5LA5 ON &RARE CONSTRUCTION JOINT DETA I L SCALE : NTS 15. MAXIMUM HATER/GEMENT RATIO - H/C = 0.45. (USE SUPER PLA5TIGIZER AS REQUIRED FOR WORKABILITY) 14. ALL SAH GUT JOINTS SHALL BE MADE WITHIN 4 HOURS OF CONCRETE PLACEMENT, FILL WITH JOINT SEALANT. (200 SF MAX) 15. BOTTOMS OF ALL EXTERIOR FOOTINGS SHALL BE 3'-b" MINIMUM BELOW FINISH GRADE. 16. FOOTINGS SHALL BE STEPPED AT A MAXIMUM SLOPE OF 3 HORIZONTAL TO I VERTICAL UNLESS NOTED OTHERHISE. 17. ALL FOUNDATION HALLS SHALL BE BACK FILLED AFTER 28 DAYS OF CONCRETE PLACEMENT. (THIS TIME MAY BE REDUCED IF THE HALL 15 ADEQUATELY BRAGED) DURING BAGKFILL OPERATIONS OF ALL FOUNDATION HALLS, THE FILL ON EITHER SIDE OF THE HALL SHALL NOT EXCEED A 2'-0" DIFFERENTIAL, UNLE55 THE HALL IS DESIGNED FOR RETAINING ACTION. 18. ALL RETAINING HALLS SHALL BE BACK FILLED AFTER 28 DAYS OF CONCRETE PLACEMENT. ICI. PROVIDE MATCHING DOWELS INTO FOUNDATION HALLS AT ALL VERTICAL REINFORCEMENT. 5TRUGTURAL LUMBER I. ALL HORK SHALL BE IN CONFORMANCE WITH THE AMERIGAN FOREST $ PAPER ASSOC. STANDARDS AND 5PEGIFIGATION5, LATEST ADDITION. 2. ALL LUMBER USED IN A STRUCTURAL CAPACITY SHALL BE 1CI KILN DRIED HEM -FIR NO. I OR EQUAL, FB. 1200 PSI. 3. ANY HOOD IN DIRECT CONTACT HITH CONCRETE OF MASONRY, EXPOSED TO UNHEATED BASEMENT AND GRAHL SPACES, OR EXPOSED TO THE EXTERIOR SHALL BE PRESSURE TREATED. 4. ALL FASTENERS SHALL BE IN CONFORMANGE WITH THE FASTENING SCHEDULE IN THE MASSACHUSETTS STATE BUILDING CODE. FASTENERS EXPOSED TO THE HEATHER SHALL BE GALVANIZED OR 5TAINLE55 STEEL. MASONRY CONSTRUCTION I. ALL MASONRY UNITS SHALL CONFORM TO ASTM C-10 TYPE N-I WITH THE STRENGTH OF UNITS AND MORTAR BEING SUCH THAT ALL VALUES ARE SATISFIED. 2. GROUT AND MORTAR SHALL CONFORM TO ASTM G476. TYPE M OR 5 3. ALL MASONRY WORK, INCLUDING GURING, ERECTION, AND HEATHER PROTECTION, SHALL CONFORM TO THE NGMA AND AGI-531 REQUIREMENTS AND STANDARDS. 4. PROVIDE GALVANIZED HORIZONTAL REINFORCEMENT @ 16" O.G. MIN. UNLESS OTHERWISE NOTED. 5. UNLESS NOTED OTHERWISE, PROVIDE A MINIMUM OF #5 @ 48" O.G. VERTICAL REINFORCEMENT IN ALL MASONRY HALLS. 6. PROVIDE ADDITIONAL VERTICAL REINFORCEMENT @ JAMBS OF ALL HALL OPENINGS, HALL ENDS, STEEL BEAMS AND ANGLE BEARING LOCATIONS. MINIMUM REINFORCEMENT SHALL BE 2-#6 VERTICALS UNLESS NOTED OTHERHISE. HOOD TRUSS SYSTEM I. TRUSS DESIGN, FABRICATION, AND ERECTION SHALL BE IN CONFORMANCE WITH THE TRUSS PLATE IN5TITUTE'S SPECIFICATIONS AND RECOMMENDATIONS, AS HELL AS IN CONFORMANCE WITH THE BOLA APPROVAL REPORT REQUIREMENTS. DURING THE ERECTION PROCESS TEMPORARY LATERAL BRAGING OF THE TOP $ BOTTOM CHORDS AND WEB MEMBERS SHALL BE INSTALLED PER THE TRUSS PLATE INSTITUTE GUIDELINES. ALL LATERAL BRAGING INSTALLED DURING THE ERECTION PROCESS SHALL REMAIN IN PLACE AND BE MADE A PART OF THE PERMANENT BRAGING SYSTEM AS DIRECTED BY THE ENGINEER. INTERRUPT EVERY OTHER HORIZONTAL BAR SEE TYPICAL WALL DETAILS FOR RIENFORCING SIZE AND SPACING I "xi" V-GROOVE CONTROL JOINT NOTE. PROVIDE CONTROL JOINTS 0 20'-0" O.G. MAX 0 ALL GONG. HALLS EXPOSED 24" OR GREATER ABOVE FINISH GRADE COORDINATE ALL SLAB FINISHING DETAILS WITH ARCHITECT 10 MIL. VAPOR BARRIER (MIN) CONT. 2x4 KEY " x k, JOINT SEAL (TYP) WATER STOP F (WHERE I ND I GATED) SEE HALL DETAILS I"xl" V-GROOVE FOR REINFORCING SIZE AND SPACING CONSTRUCTION JOINT NOTE: MAXIMUM PLACEMENT BETHEEN HALL CONSTR. JOINTS (FOR CONT. HALLS) SHALL BE (50) FEET, UNLESS NOTED OTHERHISE. TYP I GAL CONCRETE WALL JOINT DETA I L5 SCALE : NTS COORDINATE ALL SLAB 6x&xH2Ax1^QA HWF a MID. FINISHING DETAILS WITH DEPTH ARCHITECT (UNLESS NOTED OTHEREHISE) 10 MIL. VAPOR #5 - - BARRIER (MIN) L_ - - xx =�c ..5" OR 6" CONCRETE SLAB a SLAB - H.H.F REINF. 'MINIMUM "SAND -GRAVEL OMPACTED) UNDISTURBED NATURAL SOILS OF COMPACTED "GRANULAR FILL" (COORD. H/ GEOTEGHNIGAL ENGINEER) SLAB - BAR REINF. TYP I GAL CONCRETE SLAB ON ORADE DETA I L5 SCALE: NTS 2. THE HOOD ROOF TRUSS FABRICATOR SHALL DESIGN AND FABRICATE THE ENTIRE ROOF AS A SYSTEM. THIS SHALL INCLUDE ALL STICK FRAMED SECTIONS, OVERHANGS, ROOF OPENING FRAMING (IF APPLICABLE), AND ALL REQUIRED CONNECTIONS, COORDINATE HITH ARCHITECTURAL DRAWINGS FOR ALL DETAILS AND DIMENSIONS NOT A PART OF THE STRUCTURAL DRAWINGS. 3. THE HOOD ROOF MEMBERS INDICATED ON THESE DRAWINGS REPRESENT THE MINIMUM FRAMING REQUIREMENTS, AND THE FINAL DESIGN USED SHALL BE BASED ON THE APPROVED SUBMITTED ROOF DESIGN. 4. ALL BEARING LINES SHALL BE INDICATED ON THE ROOF FRAMING LAYOUT TO BE SUBMITTED FOR APPROVAL. 5. SUBMIT SHOP DRAWINGS FOR APPROVAL. THE SHOP DRAWINGS SHALL INCLUDE: HOOD ROOF FRAMING LAYOUT, DESIGN DATA INDICATING GONFORMANGE WITH THE CONTRACT DOCUMENTS, AND BOLA APPROVAL OR RESEARGH REPORT FOR THE TRUSS PLATE SYSTEM TO BE USED. STRUCTURAL LUMBER I. ALL WORK SHALL BE IN CONFORMANCE HITH THE AMERIGAN FOREST $ PAPER ASSOC. STANDARDS AND SPECIFIGATIONS, LATEST ADDITION. 2. ALL LUMBER USED IN A STRUCTURAL CAPACITY SHALL BE Iq% KILN DRIED HEM -FIR NO. I OR EQUAL, FB. 1200 PSI. 3. ANY HOOD IN DIRECT CONTACT HITH CONCRETE OF MASONRY, EXPOSED TO UNHEATED BASEMENT AND GRAHL SPACES, OR EXPOSED TO THE EXTERIOR SHALL BE PRESSURE TREATED. 4. ALL BEAM TO BEAM CONNECTIONS SHALL BE GALV. FLANGE HANGERS. SUBMIT SHOP DRAWINGS FOR REVIEH. 5. ALL HOOD POST GAPS AND BASE CONNECTIONS SHALL BE APPROVED GALV. (SIMPSON OR EQUAL) POST GAP AND BASE PREFABRICATED ASSEMBLIES. SUBMIT SHOP DRAWINGS FOR REVIEH. 6. THE FRAMING 51ZES, SPACING, AND FRAMING DETAILS INDICATED ARE THE MINIMUM REQUIRED. PROVIDE DESIGN AND FRAMING DETAILS AS PER LOADS INDICATED. 7. HORIZONTAL BRIDGING SHALL BE PROVIDED HITH DESIGN AND CONNECTION DETAILS. ALL BRIDGING SHALL BE INSTALLED BEFORE ANY CONSTRUCTION LOADS ARE PLACED ON THE JOISTS. THE ENDS OF ALL BRIDLING LINES TERMINATING AT HALLS OR BEAMS SHALL BE ANCHORED THERETO. 10. THE ENDS OF ALL JOISTS BEARING ON BEAMS OR BEARING PLATES SHALL EXTEND 4" MINIMUM OVER THE SUPPORT. V O.G. (EACH HAY) 6" CONCRETE SLAB 6" MINIMUM "SAND -GRAVEL FILL (COMPACTED) UNDISTURBED NATURAL SOILS OF COMPACTED "GRANULAR FILL" (COORD. H/ GEOTECHNICAL ENGINEER) N ARCHITECTS,P.C. M aFQ)Cr H flrFCjrU F --flonD 3 � �N�FFQ P L A H N H G" 307 Washington Avenue Albany, New York 12206 USA hftp://www.DDArch.com T: 518.463.8066 F: 518.463.8610 CAPE COD INFLATABLE PARK BAR POOL 512 MAIN STREET WEST YARMOUTH, MA 02673 K CIVIL ENGINEERING .SURVEYING TRANSPORTATION .ENVIRONMENTAL 2916 1150 Pawtucket Avenue Rumford, RI 880 (401) 434-8880 Cgwiock LTD. www.cwltd.net H DDA PROJECT # G �4 ALLA c?' SHE R cl IN 6 ONNA Stamp SYMB ISSUED FOR BY DATE CONSTRUCTION DOCUMENTS 3101/22 E D G Drawn Project Manager P.I.C. SHEET TITLE MISC. DETAILS/ GEN NOTES BAR POOL B SHEET NUMBER S-201 A 1 1 2 1 3 1 4 5 6 7 � 8 � 9 10 1 11 ( 12 1 13 14 I 15 I ® 2021 DEMBLING + DEMBLING ARCHTECTS, P.C. 1 12 1 3 4 1 5 1 6 7 1 8 9 10 11 12 13 1 14 1 15 FLOOR PLAN GENERAL NOTES 1. MINOR ITEMS OF WORK SUCH A5 GUTTING, PATCHING, TRIM, ETG, 5HALL BE PERFORMED A5 N ;20 NEGE55ARY TO MAKE THE WORK COMPLETE WHETHER OR NOT NOTED ON THE DRAWIN65. FOOT RAIL BRAGKET 2. UNFINISHED OPENINGS, HOLES, OR 51MILAR IRREGULARITIE5 AT WALL5, FLOOR5, OR CEILINGS IN THE WORK AREA, WHETHER EXISTING OR NEW, ARE TO BE PATGHED AND REPAIRED A5 REQUIRED TO PROVIDE SMOOTH, EVEN, CONTINUOUS 5URFAGE5 PRIOR TO INSTALLATION OF FINSHE5, REFER TO WALL TYPES Al 3. TO FORM A LEVEL AND UNIFORM WALL SURFACE, ALIGN FACE OF NEW WALL5 ON THE FIN15H 51DE AT A202 LOCATIONS WHERE DIFFERENT WALL TYPES ABUT EACH OTHER, U.N.O. 5/8" FIBER GLA55 MAT FACED —BAR STOOLS PROVIDED NOTGYPSUM WALL BOARD H4 BY OWNER TYP 4. PROVIDE 50LID WOOD BLOCKING IN WALL5 AS REQUIRED FOR PROPER INSTALLATION OF ANCHOR CONTINUOUS WOOD A101 6, 8„ STRAPS, GA5EWORK, FIXTURES, FIN15H TRIM, SHELVING STANDARDS, 516NAGE, MENU SYSTEMS, BLOCKING FOR FOOT RAIL 1 51M UNDERGOUNTER MOUNTED CONTROLS, HANGING FIXTURES, MENU BAOR05, TV MOUNTING BRACKETS, M FIBER REINFORCED BRACKET I PANELS (FRP1) 10' - 3" L4 51GNAGE, EQUIPMENT CONTROLS, ETC. GOODINATE LOCATIONS WITH OWNER. FIELD VERIFY ALL SUCH USED — A101 LOCATIONS. ------------------------ Sim — -- H1 5. FULL HEIGHT WALL5 EXTEND TO 5TRUGTURE OR DEGK ABOVE, U.N.O. AT WALL5 EXTENDING TO a _ . d •. - i d a -a - .a - _ A101 ° < ° 5TRUGTURE OR DEGK ABOVE, PROVIDE DEFLECTION TRAGK5, U.N.O. — — — — — — — — — - — — J — — — —"' — — — — — — — — 1 6. AT WALL5 THAT EXTEND ABOVE CEILING, BUT NOT TO STRUCTURE OR DEGK ABOVE, PROVIDE 1 `4 BAR FOOT RAILING INTERNAL STRUCTURAL BRAGING, OR PROVIDE DIAGONAL BRACING AT 48" O.G. ALTERNATING SIDE ° 31 OF WALL AND AT EA. SIDE OF DOOR(5), EA. 51DE OF WALL, U.N.O. I L 1 1 COUNTERTOP ABOVE I E1 1 1 7. PROVIDE WOOD LEDGER5 A5 NEGE55ARY AT WALL GON5TRUGTION FOR SUPPORT OF GOUNTERTOPS. I 11 1 iv PAINT EXF05ED WOOD WHITE WITH 5EMI-GLO55 FINISH, U.N.O. L4COLUMN DETAIL H1 TYP. I T - "I 5/8" 11 G10 F5101 E5 1 5. ALL DIMEN51ONS LOCATING MILLWORK AND/OR GA5EWORK AND OPENINGS IN THE MILLWORK ARE A101 1 a 1 I ;I, FROM FINISH SURFACE. 1,l = 1'-0 H7/A101 68 L4 TYPI BA POOL 9. HINGE JAMB OF DOOR5 SHALL BE 4" FROM PERPENDICULAR ADJACENT WALL, U.N.O. A201 11 ES I101 A101 Al A201 BAR FOOT RAIL KEGWORK5 # A5 I 10. PROVIDE SEALANT BETWEEN DISSIMILAR MATERIALS. 920-35 2" OD BRUSHED FIBER CEMENT SHINGLE A202 I 1 5TAINLE55 STEEL TUBING WITH SIDING ON WATER- 1 1 G5 F5101 E10 11. SECURE NEW GONSTRUGTION WITH FASTENERS OF ADEQUATE 51ZE AND AT THE PROPER SPACING TO K #N5g12-2 RAIL BRACKET RESISTIVE BARRIER - 5" I 1 INSURE THAT ALL NEW AND EXISTING MATERIALS WILL REMAIN FIRMLY FIXED IN POSITION 5HOWN. ° LAP EXP05URE (P4) EL: 98.5' COUNTER TOP ABOVE 1 31 61 F9 i 12. REFER TO FOOD SERVICE EQUIPMENT DRAWINGS AND MECHANICAL, ELEGTRIGAL, AND PLUMBING FIBER REINFORCED 8" CONCRETE WALL ° ° 1 I A202 1 DRANIN65 FOR EQUIPMENT TYPES, LOCATIONS, AND UTILITY REQUIREMENTS. ° PANELS (FRP1) BY OTHERS ° ° — 1/2" PLYWOOD I 1 8" CONCRETE - — — — — - WALLBYOTHERS FLOOR PLAN SYMBOL LEGEND 1X3 FURRING d. 9 d :� , a.d ° —------------- — J ---- ---- --� SIM Sam= 5/8" FIBER GLASS MAT FACED H1 51M L4 AREA OUTSIDE OF ARCHITECTURAL SCOPE OF WORK. J GYPSUM WALL BOARD a ° A101 10'-3" . ' :. UNTERTOP ABOVE NEW WALL GON5TRUGTION, 5EE 5EGTION5 FOR WALL HEIGHTS. 1X3 FURRING 2X6 STUD SPACED 16" O.G. 8 3/4" 10' - 3" ALIGN 5/5" FIBER GLASS MAT FACED GYPSUM WALL BOARD E1 Sim A(5 A201 A201 FIBERGLASS PLAN NORTH REINFORCED PANEL f201 NEW DOOR AND FRAME A5 SCHEDULED. (FRP1) N H1 COL D E T — UNDER COUNT H 4 ENLARGED DETAIL H 7 FLOOR PLAN UNDER COUNTER '� ALIGN GALIGN FIN15H FACE F NN ON5TRUGTION A5 INDICATED CONSTRUCTION WITH FADE OF EXISTING OR NEW 1" = 1'-0" H7/A101 1" = 1'-0" H7/A101 1/4" = 1'-0" Al�A101 aWALL TYPE. 11" ROOM NAME ### ROOM/AREA IDENTIFICATION. G INTERIOR 51DE EXTERIOR SIDE (5) 2X6 STUDS FE 6X6 WOOD COLUMN FIRE EXTINGUISHER WITH WALL MOUNTING CORNING IRON WORK5 ESZTO — — — — — GOILING DOOR 5Y5TEM k ' 5/4 X FIBER - 1 WINDOW BEAM ABOVE MANUALLY OPERATEDCEMENT TRIM (P3) ►n 1 — A201 TRANSITION BETWEEN FLOORING MATERIAL5. I 6X6 WOOD COLUMN — - — — (2) 2X6 STUDS 1 1X FIBER CEMENT 1X FIBER CEMENT TRIM (P3) 1/2" PLYWOOD E11 END GUARD. BRUSHED 5TAINLE55 STEEL. ALIGN u ,•i I FIBER CEMENT SHINGLE EG F 1 TRIM ALL SIDES (P3) COUNTER TOP FIBER( ON WATER- - 1 COUNTER TOP RESISTIVE BARRIER - r 5" LAP EXPOSURE (P4) Al M.I. A202 El 51M E4 CORNING IRON WORKS ESG10 1 (3) 2x6 STUDS E A101 BAR STOOLS OILING DOOR SYSTEM I u, A101 A101 ( MANUALLY OPERATED —►� PROVIDED BY OWNER TYP --------------------------- � 5/4 X FIBER LINE OF ROOF ABOVE --►I}� 23' - 5 1/2" LINE OF ROOF ABOVE CEMENT TRIM (P3) 1 1 N 1X FIBER CEMENT TRIM (P3) .00"1 E1 COLUMN ENCLOSURE E4 CORNER DETAIL 2 (---- ---- -- ------ -i) i to 61/4" 1" = 1'-0" A7 /A101 1 11 1'-0" A7 /A101 — — — — — — 50LID SURFACE COUNTER (551) 10 i COILING DOOR HOUSING ABOVE 2 EQ EQ _ I � BEAM ABOVE 1 PLYWOOD SUBSTRATE I BEAM ABOVE E1 I 1 I I FABRICATED PER 50LID I 1 I SURFACE MANUFAGTURER'5 1 I IN5TRUGTION5 — 51M I I Clio F5101 E5 — I 1 01 E1 E1 t- A101 ' A101 A13 1 X FIBER CEMENT TRIM 3 CORNING IRON WORKS (2) 2X6 STUDS 1E, 1 A101 ES EL: q8.5' Al A201 ( ) I 1 I E5G10 I 1x FIBER CEMENT A5 I BAR POOL 1 (2) 2X6 STUDS GORNING IRON WORK5 1 GOILING DOOR TRIM (P3) A202 I 11 1 001 1 6 1/8" 1 w I E5G10 1 1 G5 F5101 E10 5/4 X FIBER 1 SYSTEM MANUALLY 1 I I COILING DOOR HOUSING ABOVE 1 1 OPERATED GOILING DOOR SYSTEM 1 N 1 1 1 1 11 CEMENT TRIM (P3) _ _ _ — _ J _ _ _ _ _ _ MANUALLY OPERATED 5/4x FIBER I 1 I 1 5ERVIGE BAR RAIL (2) 2X6 5TUD BLOCKING _ COUNTER TOP _ CEMENT 'f' I I I I G1 F9 I 2 _ 6„ = KEGWORKS #W901-95- COUNTER TOP — — — — T I BEAM ABOVE I 1 0 FIBER CEMENT SHINGLE TRIM (P3) BEAM ABOVE A202 l KW 2" OD BRUSHED 1 C SIDING ON WATER- - — — — — — — — — — — — — — — 1 FIBER REINFORCED 1/2' PLYWOOD STAINLESS STEEL RESISTIVE BARRIER - 5" 1 SHEATHING _' — — — — — — — — — - — — —I— w � — — — � PANEL ALL 51DE(FRP1) - -� LAP EXPOSURE (P4) COUNTER TOP WITH CONTINUOUS _ _ _ _ _ _ _ _ _ _ _ _ 1X FIBER CEMENT f—FIBER CEMENT SHINGLE — cc, 1/2" PLYWOOD VERTICAL SOLID SURFACE I 2 _ _ _ J _ _ _ _ __ _�___ 2 I TRIM (P3N 1X FIBER CEMENT TRIM (P3) SIDING ON WATER- cv 1 m 1 (2) 2X6 5TUD5 RESISTIVE BARRIER - 5" 1 5' - 0' MINA 1 5/8" FGWB BOTH SIDES 6X6 WOOD COLUMN I / GLR T 1 ----- — — 1 LA1 CORNING IRON WORKS 2X6 P.T. BOTTOM PLATES (3) 2x6 5TUD5 E5G10 (2) 2X6 STUDS w 1 :2'- 6" 6X6 WOODGOLUMN-------------- Of — — — — — — — — — — — — — — — — — J 5/4XFIBER---------- COIL€N6 DOOR SYSTEM �" � � "' L — — — — — CEMENT TRIM (P3) 1/2" PLYWOOD MANUALLY OPERATER — — — — — 11' - 6 3/4" RESINOUS INTEGRAL 1 FLOOR BASE (RF61) B COUNTER TOP 11" 5/4 X FIBER (3) 2x6 STUDS 41/2" 5 1/2" 5/4 X FIBER Al CEMENT TRIM (P3) 1/2" PLYWOOD CEMENT TRIM (P3) A101 J9 1' - 8 1/2" A4 I COUNTER TOP A6 A101 A201 RESINOUS FLOORING (RF1) A201 T/Deck (ELEV 98.5' of -Oil A PLAN NORTH Al CORNER DETAIL A4 DETAIL at ADA COUNTER A7 FLOOR PLAN A13 LOW WALL SECTION 1" = 1'-0" A7 /A101 1" = 1'-0" A7 /A101 1 /4" = 1'-0" Al �A101 1 1/2" = 1'-0" A7 /A101 ARCH ITECTS,P.C. A1_D_1CMffECUUMD E n n ID-1 0 TDI 3 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 CAPE COD INFLATABLE PARK BAR POOL 518 Main St West Yarmouth, MA 02673 DDA PROJECT #21-008 AN I- N.Y. I OF MN�,P Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn JZ Project Manager RIIR P.I.C. DWD SHEET TITLE FLOOR PLANS, ENLARGED DETAILS AND LOW WALL SECTION SHEET NUMBER A101 N M L I< J H G F E D C B 4 q 1 .3 14 15 Q 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. 1 12 1 3 1 4 1 5 1 6 7 8 9 10 11 12 13 1 14 15 ROOF PLAN GENERAL NOTES -- N Al A202 1. REFER TO 5HEET5 6001 AND A001 FOR ADDITIONAL INFORMATION ON REQUIREMENTS FOR NEW WORK AND ON REQUIREMENT5 FOR NEW WORK AT EXISTING CONSTRUCTION. 2. CONTRACTOR SHALL REVIEW WEATHER FORECASTS PRIOR TO START OF WORK AND REGULARLY THROUGHOUT WORK DAY. NO WORK SHALL BE STARTED IF THREAT OF RAIN OR 5NOW 15 FORECAST. NO WORK SHALL BE PREFORMED IN THE RAIN OR 5NOW. M cmv LINE OF WALL BELOW "' 3. ALL OPENINGS AND/OR PENETRATIONS SHALL BE 5EALED PER DRAWIN65 AND SPECIFICATIONS FOR WATER TIGHTNESS, 4. ALL SURFACES TO RECEIVE NEW FLASHING SHALL BE GLEAN, SMOOTH, DRY, AND FREE FROM FLAWS, ARCH IT E C T S , P.C. nD AHbnffFC`TU1RE sk SHARP EDGES, L005E FOREIGN MATERIAL, OIL, AND GREASE. SHOULD SURFACE MOISTURE OCCUR, M _ 1 o PENNANT FLAG ON METALLIC � FLAG POLE. PROVIDE FLANGE ROOF BOOT AT PENETRATION THROUGH ROOF I � CONTRACTOR SHALL PROVIDE NECESSARY EQUIPMENT TO DRY THE SURFACE PRIOR TO APPLICATION. ROOFING SHALL NOT START UNTIL ALL DEFECTS HAVE BEEN CORRECTED. 5. CONTRACTOR SHALL PROVIDE ALL MATERIALS INCLUDING SHINGLES, UNDERLAYMENT, ADHESIVES, FLASHING, FASTENERS, METAL EDGES, ETC. FROM A SINGLE SOURCE TO GREATEST EXTENT POSSIBLE TO MAINTAIN MAXIMUM NUMBER OF COMPONENTS WITHIN THE FULL SYSTEM WARRANTY. �[M7E U�OnD 3 p�QEEaEC� M 4' / 1 -0 4„ V-0„ COLUMN BELOW TYP. ROOF PLAN SYMBOL LEGEND I A5 307 Washington Avenue Albany, New York 12206 USA L NEW ASPHALT SHINGLE ROOF MANUFACTURER: OWN5 CORNING NOT A202 I PRODUCT: DURATION SHINGLES COLOR: A5 SELECTED BY OWNER FROM MANUFAGTURER'5 FULL RANGE UNDERLAYMENT: http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 • SLOPES 4:12 AND GREATER: OWEN5 CORNING SYNTHETIC UNDERLAYMENT o 1 INSTALLED PER MANUFAGURTER5 WRITTEN INSTRUCTIONS CAPE COD INFLATABLE K USED 1-7 i PROVIDE SELF -ADHERED ICE AND WATER BARRIER ON EAVES EXTENDING UPSLOPE A MINIMUM OF 24 INCHES FROM THE INTERIOR WALL LINE. PARK BAR POOL K - -- -- -- -- REFLECTED CEILING PLAN GENERAL NOTES - St 518 Main St 1. REFER TO STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, AND ELECTRICAL DRAWING5 FOR ADDITIONAL SCOPE OF WORK. GOORDINATE WORK BETWEEN TRADES. NOTIFY THE ARCHITECT West Yarmouth, O2C73 , IN WRITING IMMEDIATELY IF CONFLICT 15 DETERMINED, PRIOR TO START OF WORK. 2. AT LOCATIONS WHERE MECHANICAL, PLUMBING, FIRE PROTECTION, AND/OR ELECTRICAL WORK ARE SCHEDULED TO BE PERFORMED AT EXISTING GEILING5, PROVIDE NEW, 51MILAR CEILING MATERIALS TO J MATCH EXISTING FOR AREAS AND/OR CEILING TILES THAT ARE DAMAGED AND AT OPENINGS DUE TO SCOPE OF WORK OF ANY TRADE. J 3. PLU5/MINU5 (+/-) NOTATIONS MAY BE USED TO IDENTIFY BOTTOM OF CEILING FINISH ELEVATION TO ACCOUNT FOR VARIATIONS IN FIELD CONDITIONS. VERIFY ALL +/- OIMEN51ON5 DURING WORK. 4. REFER TO ROOM FIN15H SCHEDULE FOR CEILING FINI5HE5 AND HEIGHTS OF ALL AREAS NOT INDICATED ON A601. 5. DIMENSIONS ARE TO CENTERLINE OF LIGHT FIXTURES, UNO. H PLAN NORTH 6. BALANCE BATTEN STRIP GRID LAYOUT TO OBTAIN EQUAL WIDTH CEILING PANELS AT OFF051TE SIDES FURRING CHANNELS TO BE SPACED AT 16" O.G., MAX. S. PROVIDE BLOCKING A5 REQUIRED FOR INSTALLATION OF HANGING FIXTURES, MENU BOARDS, TV N H/ ROOF PLAN ROOF MOUNTING BRACKETS, 516NAGE, EQUIPMENT CONTROLS, ETC. COORDINATE LOCATIONS WITH OWNER or DDA PROJECT #21-008 G REFLECTED CEILING PLAN SYMBOL LEGEND 5- 4" EQ 00 EQ EQ EQ EQ 5- 4" EQ od. EQ I V EQ EQ O e OG OG OG OG (JO G - 5 1/2" w 8' - 0 1/8" 3" 3° C'S T - 0 1/8" 2' - 5 3/8" 6X6 WOOD COLUMNS TYP. I OG OG OG OG OG GO 4X8 HARDIE50FFIT NO VENT SMOOTH PANELS ��� 5D A 0 0 Y Y. vs' OF12 M� Stamp 4x8 HARDIE50FFIT NO VENT SMOOTH WITH 1/4" X 1 1/2" BATTEN STRIP AT 4'-0" O.G. EACH WAY, COLOR: WHITE. # ROOM/AREA IDENTIFICATION NUMBER. b 3" G EQ c� c� Q O OA O A A EL: 4- 11" w w OG 113 OR AO m OG Q EQ - O O O - A A A 3 m N OC , tV 1 SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 I OC m 4" RECESSED DOWNLI6HT. REFER TO ELECTRICAL DRAWIN65 i A FLEXIBLE ARCHITECTURAL LINEAR LI6HTIN6WITH LOW PROFILE, CENTER ON E 1 BOTTOM OF WINDOW BEAM SYSTEM U.N.O.; TYP. REFER TO ELECTRICAL I WINDOW BEAM SYSTEM 0 DRAWINGS. OG 1 CUSTOM WINDOW SYSTEM I d 4" RECESSED DOWNLIGHT. CENTER ON SOFFIT, U.N.O., TYP. REFER TO I C ELECTRICAL DRAWING5 1/4" SMOOTH FIBER I CEMENT SOFFIT PANEL, C I PAINT WHITE O 1 1 2-3" X 5-0" HANGING I SHELF 1 1/4" THICK I SUPPORTED BY 1 1/2" 1 DIA. R005 G I 1/4" X 1 1/2" BATTEN I STRIP SPACED 4'-0" O.G. I 8' - 0 1/8" ,,, 3„ l' - 0 1/8" w I I C OC OG OG OG OG OG I OG Or, Or, Or, OG Or, C I I 3' - 4" 01 EQ EQ le EQ EQ EQ le 5- 4" Drawn Project Manager JZ RMR DWD B SHEET TITLE B ROOF PLAN AND REFLECTED CEILING PLAN PLAN NORTH PLAN NORTH SHEET NUMBER A Al LIGHTING PLAN A7 REFLECTED CEILING PLAN Al 02 1/4" = 1'-011 Al�A101 1/4" = 1'-0" Al�A101 11 1 2 3 4 5 6 B 1 0 1 1 1 2 1 3 1 `1- 1 5 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. I I I 1 I I I OG I I I 1 I I I OG I I I 1 I I I OG I { I 1 I I I OG EL: 9' - 11" O A EQ OA 5'-0" O EQ A L A __J OA m 7-6" o AO O A O A O A M L K J it C F E C B 1 1X FIBER GEMF ALL SIDES (P3 6X6 WOOD GG CONTINUOUS S' PERIMETER WIP OPENING TYP. 2 3 4 L1 WINDOW PLAN SECTION 1 1/2" = 1'-0" El IA201 ----------------- -----I Lill CORNELL IRON WORK5 E5G10 I COILING DOOR SYSTEM 1 � 1 COUNTER TOP BELOW I I 6X6 WOOD COLUMN F y CASED HOLLOW METAL NAILER DOOR FRAME (P1) PROVIDE 2X6 AT JAMB LOCATIONS. 1/2" PLYWOOD SHEATHING 5/4 X FIBER CEMENT TRIM (P3) 2X6 FULL HEIGHT STUD COUNTER TOP ABOVE 5 X FIBER CEMENT TRIM 6 7 8 ALL SIDES (P3) INTERIOR 51PE EXTERIOR 51DE 2X6 WOOD STUD 1/2" X 5/4" PAINTED WOOD STOPS WITH GLAZING SETTING BLOGKS COLUMN BEYOND 1 x FIBER CEMENT 1/4" TEMPERED GLASS (P3) 2x4 STUDS GONTINUOU5 5TOP AT 1/2" PLYWOOD PERIMETER WINDOW SHEATHING OPENING TYP. 5/4 x FIBER CEMENT DOOR TRIM (P3) (3) 2x4 HEADER 6 1/8" CASED HOLLOW METAL NAILER DOOR FRAME (P1) H6 JAMB DETAIL - ABOVE 1 1/2" _ 1'-0" J9 /A201 - — — — — — — — — — — — ------------------ 1X FIBER CEMENT DOOR TRIM r---- COUNTER TOP ABOVE FIBERGLASS REINFORCED PANEL 5/8" FIBER GLASS MAT FAGED I 6X6 WOOD COLUMN GYPSUM WALL BOARD I I 1X3 FURRING I -� CASED HOLLOW METAL NAILER DOOR FRAME °d ° 2 3/8" 1 PROVIDE 2X6 AT JAMB n .d, i 51/2" LOCATIONS. ° I 1/2" PLYWOOD SHEATHING ° 5/4 X FIBER CEMENT DOOR TRIM °•° ° 2X6 FULL HEIGHT STUD a ° I COUNTER TOP ABOVE E1 JAMB DETAIL - BELOW COUNTER 1 1/2" = 1'-0" H7/A101 cn -r� cn III �n �I� cn A WALL BY OTHERS CORNER TRIM Al EAST EXTERIOR ELE 1/4" = 1'-0" A7/A101 1 2 3 VAT I O N 4 L6 HEAD DETAIL 1 1/2" = 1'-0" J9 /A201 3 1/2" r 2 1/2" 41/4" CORNELL IRON WORK5 E5010 GL I COILING DOOR 5Y5TEM PLUMBING HOUSING I I 1X FIBER CEMENT TRIM (P3) I I COUNTER TOP BELOW _ N � I I CASED HOLLOW METAL NAILER DOOR FRAME (PU PROVIDE 2X6 DOUBLE STUD AT ALL JAMB LOCATIONS. 1/2" PLYWOOD SHEATHING 5/4 X FIBER CEMENT TRIM (P) COUNTER TOP ABOVE 2X6 FULL HEIGHT STUD 13/4 3 1/2" 1X FIBER CEMENT DOOR TRIM 2 2" MIN 5/6" FIBER GLASS MAT FACED GLR GYPSUM WALL BOARD PLUMBING HOUSING COUNTER TOP ABOVE I FIBER REINFORCED PANEL (FRP1) v (2) 2X6 PARTIAL HEIGHT STUD CASED HOLLOW METAL FIBER REINFORCED PANEL (FRP1) NAILER DOOR FRAME FIBER GLA55 MAT FAGED Lim GYPSUM WALL BOARD 2x WOOD STUD I 1/2" PLYWOOD SHEATHING PROVIDE 2X6 DOUBLE 5TUD AT ALL JAMB LOCATIONS. 5/4 X FIBER CEMENT TRIM 1/2" PLYWOOD SHEATHING I FIBER CEMENT SHINGLE SIDING ON WATER- RESISTIVE BARRIER - 5" LAP EXP05URE 2X6 FULL HEIGHT STUD (2) 2X6 PARTIAL HEIGHT STUD 5/4 X 6 FIBER CEMENT L--- CORNER TRIM ----- COUNTER TOP ABOVE 13/4" 51/611 5 P A6 SOUTH EXTE 1 /4" = 1'-0" A7 /A101 6 1 7 9 11/2"X1' TUBE (P2) 10 I I/ L J I LLL I VLL �.I L/ J9 DOOR ELEVATION 1/2" = 1'-0" A7 /A101 3/4" STEEL 5OUARE BAR 4" O.G. (P2) 1 1/2" STEEL TUBE (P2) ZERO INTERNATIONAL #63 ALUMINUM THRESHOLD I II 11=It I � I —III —III III I _ ° � • �' I a .... 4- I —I" °. • a. ,. e. ` I I-1 I I —III —III —I � I "• - °; �,; a: • � a � ' °.- '- I I I —I 11=1 I I-1 11-1 a ' g. 12 PLATE WITH GAPE TABLE PARK EXTERIOR 51DE GATE HARDWARE F/Deck 198.5.) 0'-Oil 13 1 14 15 ABBREVIATIONS 5TL: STEEL P: PAINT E9 SILL DETAIL Ell NORTH EXTERIOR ELEVATION 3" = 1'-0" / 1 /4" = 1'-0" A7 /A101 RIOR ELEVATION 8 9 T/Plate 10'-0" iER TOP WITH CONTINUOUS GAL 50LID SURFACE GE BAR RAIL KEGWORK5 -55-KW 2" OD BRUSHED _E55 STEEL T/Deck Vof - 011 10 Al 1 WEST EXTERIOR 1 /4" = 1'-0" A7 /A101 11 12 ELE 13 VAT I O N T/Plate 10'-0" T/Deck 0' -oil V T/Plate 10'-0" C 1/4" THICK LOGO )M PAINTED STEEL DOOR T/Deck _EV 98.5' 01 - 011 F11F -0' - gll ARCHITECTS,P.C. LEIJ 1 C H f f Frr�1 U U10_1 E o ��c I-DIo o I -DI 0�11 s 307 Washington Avenue Albany, New York 12206 USA http://www.DDArch.com T: 518.463.8066 F: 518.463.8610 CAPE COD INFLATABLE PARK BAR POOL 518 Main St West Yarmouth, MA 02673 DDA PROJECT #21-008 MAY L� N.Y. OF Stamp SYMB ISSUED FOR DATE CONSTRUCTION DOCUMENTS 3/01/22 Drawn JZ Project Manager RMR P.I.C. DWD SHEET TITLE EXTERIOR ELEVATIONS, DOOR ELEVATION AND DETAILS SHEET NUMBER A201 14 15 Q 2020 DEMBLING + DEMBLING ARCHITECTS, P.C. N M L K J B F E D C B A