Loading...
HomeMy WebLinkAboutBLD-17-004888 (1377 Bridge Street)0 E Yarmouth Health Department PP VE, D Mme Date Public Pavilion at Packet Lan Town of Yarmouth ding 13 7 7 Br'idae Street, South Yarmouth, MA ARCHITECTS BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. REo cr 203 WILLOW STREET SUITE A 93B COURT STREET UNIT 22 2Te G YARMOUTHPORT, MA 02675 PLYMOUTH, MA 02360 "0 789 A W � YAAMOUI}iPORT, j D TEL. (508) 362-8382 TEL. (508) 927-4127ty TNoPG WWW. CAPEARCH ITECTS. COM CONSULTING STRUCTURAL ENGINEERS CONSULTING SURVEYORS & CIVIL ENGINEERS CONSULTING MECHANICAL ENGINEERS CSE ENGINEERING BSC Group Griffith & Vary, Inc. TOWN OF YARMOUTH REVIEWED FOR BUILDING AND ZONING CODE COMPLI- 53 Knox Trail, Acton, MA 01720 349 Main Street - Route 28, West Yarmouth, MA 02673 12 Kendrick Road, Wareham, MA 02571 ANCE. ERRORS OR OMMISSIONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY OF 'AS BUILT' TEL, (978) 461-6100 TEL. (508) 778-8919 TEL. (508) 295-0050 COMPLIANCE. V�MNV.GriffithandVa .COM DATE: 3 49 -oil--? WWW.BSCGroup.COM ry BUIL ING O E COPY ISSUED FOR PERMIT & CONSTRUCi iU� N A CERTIFIED AS BUILT IS REQUIRED BEFORE FINAL INSPECTION /6/2017 3 { V e"' 2 D U C C N U a _ N C . E o -a g co0 co ao .3 N 0 ci U Yarmouth Health Department PP VE, D Mme Date Public Pavilion at Packet Lan Town of Yarmouth ding 13 7 7 Br'idae Street, South Yarmouth, MA ARCHITECTS BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. REo cr 203 WILLOW STREET SUITE A 93B COURT STREET UNIT 22 2Te G YARMOUTHPORT, MA 02675 PLYMOUTH, MA 02360 "0 789 A W � YAAMOUI}iPORT, j D TEL. (508) 362-8382 TEL. (508) 927-4127ty TNoPG WWW. CAPEARCH ITECTS. COM CONSULTING STRUCTURAL ENGINEERS CONSULTING SURVEYORS & CIVIL ENGINEERS CONSULTING MECHANICAL ENGINEERS CSE ENGINEERING BSC Group Griffith & Vary, Inc. TOWN OF YARMOUTH REVIEWED FOR BUILDING AND ZONING CODE COMPLI- 53 Knox Trail, Acton, MA 01720 349 Main Street - Route 28, West Yarmouth, MA 02673 12 Kendrick Road, Wareham, MA 02571 ANCE. ERRORS OR OMMISSIONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY OF 'AS BUILT' TEL, (978) 461-6100 TEL. (508) 778-8919 TEL. (508) 295-0050 COMPLIANCE. V�MNV.GriffithandVa .COM DATE: 3 49 -oil--? WWW.BSCGroup.COM ry BUIL ING O E COPY ISSUED FOR PERMIT & CONSTRUCi iU� N A CERTIFIED AS BUILT IS REQUIRED BEFORE FINAL INSPECTION /6/2017 3 { V e"' 2 BUILDING CODE SUMMARY PROJECT: APPLICABLE CODES GUIDELINES AND LAWS: Public Pavilion at Packet Landing Massachusetts State Building Code, 780 CMR, 9th Edition REGULATIONS AND STANDARDS: • International Building Code 2015 (IBC) LOCATION: Massachusetts Amendments (MA) REQUIREMENTS / DESIGNATION • Massachusetts Architectural Access Board (MAAB) Route 28 American Disabilities Act (ADA) S. Yarmouth, MA SECTION INDICATOR REGULATIONS AND STANDARDS: ITEM APPLICABLE SECTION TABLE PAGE NO. REQUIREMENTS / DESIGNATION PROPOSED SECT. 10. 10, TABLE 1 CODE 1 PER 150 OCCUPANTS 1 PER EACH GENDER PROVIDED DRINKING FOUNTAIN(S) SECT. 10. 10, TABLE 1 WHICH THE SECTION APPEARS NOT REQUIRED - NOT PROVIDED SERVICE SINKS - M.O. MASONRY OPENING A3 - Assembly Group: Assembly uses intended for worship, recreation USE GROUP CLASSIFICATION IBC / MA 303.1 BM BEAM 42 or amusement CONSTRUCTION TYPE IBC 602.5 --- 113-115 TYPE 5B - UNPROTECTED ALLOWABLE BUILDING HEIGHT IBC 504.1 504.3 98, 40 FEET ALLOWABLE 24 FEET NOM. NOMINAL LEVEL CL05 CLOSET 504.4 99 2 STORIES (NON-SPRINKLERED) 1 STORY ALLOWABLE BUILDING AREA IBC 506.1 506.2 102 ALLOW AREA 6,000 GSF (TABLE 506.2) 839 GSF CONST CONSTRUCTION OPNG,OPENING LETTER INDICATES THE DRAWING CONT CONTINUOUS PNT. PAINT NON-SPRINKLERED BUILDING CJ CONTROUCON5TR. JOINT AUTOMATIC FIRE SUPPRESSION SYSTEM IBC 903.2 PNL. PANEL IBC: 210-214 APPROVED AUTOMATIC SPRINKLER SYSTEMS SPRINKLER SYSTEM NOT View Name ELEVATION TAG MA: 60,63 IN NEW BUILDINGS AND STRUCTURES SHALL REQUIRED AND NOT DIM DIMEN51ON PLA5. PLASTER DR DOOR P.LAM. PLASTIC LAMINATE BE PROVIDED IN THE LOCATIONS PROVIDED PLBG. PLUMBING DRWR DRAWER PLYWD PLYWOOD DESCRIBED IN SECTIONS 903.2.1 THROUGH P.T. PRESSURE TREATED DOOR TAG DF DRINKING FOUNTAIN Q.T. QUARKYT�LE WINDOWTAG DW DISHWASHER 903.2.12 (IBC) ELEC ELECTRICAL) MA 903.2 903.2 (MA) REV. REV1510N5 GROUP A3 >5,000 sq. ft. (OCCUPANT ELEV. ELEVATOR R. RISER EMER. EMERGENCY R.D. ROOF DRAIN N 90 00'00" E LOAD OF > 300) REQUIRES AUTOMATIC RM. ROOM Distance PROPERTY LINE TAG EX15T EX15TING R.O. ROUGH O ENING Name OR EX. SPRINKLER SYSTEMS (MA) PROPERTY TAG / ACRE5 E.J. EXPAN51ON JOINT MGL C148 SECT 26G EXP. EXPOSED 5PEC.5PECIFICATION5 MGL 148 SUB -SECTION 26G: EXT. EXTERIOR SL. 51DELIGHTi I A REVISION MARK FIN. FINI5HED STD. STANDARD EVERY BUILDING OR STRUCTURE INCLUDING S*P SHELF*POLE 1777---7-771 "• ; CONCRETE F.B.O. FURNISHED BY OWNER ANY MAJOR ALTERATIONS AND ADDITIONS F.E. FIRE EXTINGUISHER 5U5P.5U5PENDED FL FLOORING) THK. THICK. THERETO, WHICH TOTALS, IN THE FLUOR. FLUORESCENT T*B. TOP0Crl110M FT. FOOT T*G TONGUE*GROOVE AGGREGATE MORE THAN 7,500 GROSS T..F. TOP OF FbUNDATION� CONCTRETE BLOCK FND. FOUNDATION T..W. TOP OF WALL FURR. FURRED(ING) SQUARE FEET IN FLOOR AREA OCCUPANT LOAD IBC 1004.1 1004.1.2 251 ASSEMBLY A-3 (UNCONCENTRATED -TABLES 56 OCC V.I.F. VERIFY IN IELD GL. GLA55/GLAZING VIN. VINYL STEEL & CHAIRS): 15 GSF / OCC VCT. VINYL COMPOSITION TILE MINIMUM EGRESS DOOR WIDTH IBC 1010.1.1 --- 260 32" MIN. WIDTH (IBC) ALL EGRESS DOORS ARE HDWD. HARDWOOD MAAB/ADA 26.5 HVAC. HEATING, VENTILATING, 117 34" MIN WIDTH (MAAB/ADA) 36" WIDTH MINIMUM MINIMUM STAIRWAY WIDTH IBC 1011.2 --- 268 STAIRWAY SERVING AN OCCUPANT LOAD 42" PROVIDED EXCEPTION 1 RIGID INSULATION OF LESS THAN 50 SHALL HAVE STAIRS OF BATT IN5ULATION NOT LESS THAN 36" IN WIDTH SPACES WITH ONE EXIT ACCESS DOORWAY IBC 1006 1006.2.1 254 A- ASSEMBLY USE = 49 MAX OCC FOR N/A x WELDED WIRE MESH PROPERTY LINE SPACE WITH ONE EXIT - - - CENTER LINE LENGTH OF EXIT ACCESS TRAVEL IBC 1017 1017.2 277 200 FEET IN ASSEMBLY OCCUPANCY LESS THAN 200 FEET W/O AUTOMATIC SPRINKLER SYSTEM MINIMUM CORRIDOR WIDTHS IBC 1020.1 1020.2 278,279 44" MIN. WIDTH N/A - NO CORRIDORS INCLUDED MINIMUM NUMBER OF EXITS OR ACCESS IBC 1006.3 1006.3.1 255 2 REQUIRED PER STORY FOR 1 - 500 2 PROVIDED TO EXITS PER STORY OCCUPANTS STORIES WITH ONE EXIT IBC 1006.3.2 1006.3.2(2) 255,256 49 OCCUPANTS AND 75 FEET MAX 2 EXITS PROVIDED COMMON PATH OF EGRESS TRAVEL DISTANCE WIND SPEED IBC 1604.11 1604.11 356 IBC RISK CATEGORY = II IMPACT RESISTANT GLAZING MA (MA) (MA) 367 VOLT = 140 & LOWERS PROVIDED 1609.1.2 WIND BORNE DEBRIS REGION IMPACT RESISTANT GLAZING & LOWERS PLUMBING CODE SUMMARY FLOOR PLANS BUILDING CLASSIFICATION: Assembly uses intended for recreation (Coliseums, Arenas) USE GROUP: A-3 OCCUPANT LOAD= 28 Women 28 Men APPLICABLE CODES: Massachusetts State Plumbing Code, 248 CMR - 10 REGULATIONS AND STANDARDS: A.F.F. ABOVE FINISH FLOOR ITEM CHAPT. / SECT. / TABLE REQUIREMENTS / DESIGNATION PROPOSED WATER CLOSETS: TOILETS MALES: SECT. 10. 10, TABLE 1 SECTION INDICATOR 1 PER 60 OCCUPANTS = 1 REQUIRED 1 WATER CLOSET PROVIDED FEMALES: SECT. 10. 10, TABLE 1 LAG. LAG BOLT 1 PER 30 OCCUPANTS = 1 REQUIRED 1 WATER CLOSET PROVIDED LAVATORIES EACH GENDER SECT. 10. 10, TABLE 1 BIT BITUMINOUS 1 PER 150 OCCUPANTS 1 PER EACH GENDER PROVIDED DRINKING FOUNTAIN(S) SECT. 10. 10, TABLE 1 WHICH THE SECTION APPEARS NOT REQUIRED - NOT PROVIDED SERVICE SINKS SECT. 10. 10, TABLE 1 M.O. MASONRY OPENING NOT REQUIRED NOT PROVIDED ABBREVIATIONS FLOOR PLANS SYMBLOS AB. ANCHOR BOLT HGT. HEIGHT ELEVATIONS (BASE BID) A.F.F. ABOVE FINISH FLOOR H.M. HOLLOW METAL NORTH ARROW ACT. ACOUSTICAL TILE IN5UL.IN5ULATION WALL SECTIONS * DETAILS ALUM ALUMINUM INT. INTERIOR SECTION INDICATOR ANOD ANODIZED JT. JOINT LETTER IN TOP HALF OF CIRCLE @ AT LAG. LAG BOLT INDICATES THE 5PECIFIC SECTION. 155MT BASEMENT LAM. LAMINATE THE NUMBER AND LETTER IN THE BIT BITUMINOUS LAV. LAVATORY BOTTOM HALF INDICATES THE DWG. BLK BLOCK L. LENGTHNo. WHICH THE SECTION APPEARS BLKG BLOCKING MFR. MANUFA URER +45.5 NEW SPOT ELEVATION BOTT BOTTOM M.O. MASONRY OPENING B.O.WBOTTOM OF WALL MAT. MATERIAL 45.5 E EXISTING SPOT ELEVATION BM BEAM MAX. MAXIMUM 45 CONTOUR LINE BLDG BUILDING MECH. MECHANICAL CPT CARPET MIN. MINIMUM (i�-- COLUMN COORDINATES * REFERENCE C5MT CASEMENT MTD. MOUNTED GRID LINES CK CAULKING) NO. NUMBER CLG CEILING NOM. NOMINAL LEVEL CL05 CLOSET N.I.C. NOT IN CONTRACT ELEVATION COL COLUMN N.T.S. NOT TO SCALE 1 Ref CONC CONCRETE O.C. ON CENTER a) INTERIOR ELEVATION NUMBERS CMU CONCRETE MASONRY UNIT OH. OVERHEAD 1 A101 INDICATE ELEVATION NUMBER CONST CONSTRUCTION OPNG,OPENING LETTER INDICATES THE DRAWING CONT CONTINUOUS PNT. PAINT 1 Ref WHERE THE ELEVATIONS ARE CJ CONTROUCON5TR. JOINT PTD. PAINTED LOCATED CT5K COUNTERSUNK PNL. PANEL Ref DET DETAIL PART. PARTITION' View Name ELEVATION TAG DIA DIAMETER PL. PLATE DIM DIMEN51ON PLA5. PLASTER DR DOOR P.LAM. PLASTIC LAMINATE ROOM TAG Dh DOU13LEHUNG PLBG. PLUMBING DRWR DRAWER PLYWD PLYWOOD DWG(5)DRAWING(5) P.T. PRESSURE TREATED DOOR TAG DF DRINKING FOUNTAIN Q.T. QUARKYT�LE WINDOWTAG DW DISHWASHER REQ'D REQUIRED ELEC ELECTRICAL) REF. REFIGERATOR EL. ELEVATION REV. REV1510N5 <i>WALL TYPE ELEV. ELEVATOR R. RISER EMER. EMERGENCY R.D. ROOF DRAIN N 90 00'00" E EQ. EQUAL RM. ROOM Distance PROPERTY LINE TAG EX15T EX15TING R.O. ROUGH O ENING Name OR EX. SECT. SECTION PROPERTY TAG / ACRE5 E.J. EXPAN51ON JOINT 5CHED.5CHEDULE Area EXP. EXPOSED 5PEC.5PECIFICATION5 EXT. EXTERIOR SL. 51DELIGHTi I A REVISION MARK FIN. FINI5HED STD. STANDARD F.A. FIRE ALARM S*P SHELF*POLE 1777---7-771 "• ; CONCRETE F.B.O. FURNISHED BY OWNER 5TL. STEEL F.E. FIRE EXTINGUISHER 5U5P.5U5PENDED FL FLOORING) THK. THICK. BRICK FLUOR. FLUORESCENT T*B. TOP0Crl110M FT. FOOT T*G TONGUE*GROOVE FTG. FOOTING T..F. TOP OF FbUNDATION� CONCTRETE BLOCK FND. FOUNDATION T..W. TOP OF WALL FURR. FURRED(ING) T. TREAD GAS GAS TYP. TYPICAL <: ,; PLYWOOD GALV. GALVANIZED UNFIN. UNFINISHED G.C. GENERAL CONTRACTOR V.I.F. VERIFY IN IELD GL. GLA55/GLAZING VIN. VINYL STEEL GR. GRADING VCT. VINYL COMPOSITION TILE GWB. GYPSUM BOARD VWC. VINYL WALL COVERING ROUGH LUMBER HDBD HARDBOARD WC. WATER CLOSET HDWD. HARDWOOD W. WIDE/WIDTH HVAC. HEATING, VENTILATING, W/ WITH FINISH LUMBER AIR CONDITIONING W/O WITHOUT HDWR. HARDWARE W.W.M.WELDBD WIRE MESH WD. WOOD RIGID INSULATION BATT IN5ULATION EARTH GRAVEL COMPACTED FILL x WELDED WIRE MESH PROPERTY LINE - - - CENTER LINE COVER SHEETS AO.0 COVER SHEET AA DRAWING SCHEDULE 4� PROJECT DATA C I SITE PLAN C2 DETAILS ARCHITECTURAL A0. I JARCHITECTURAL SITE PLAN ARCHITECTURAL (BASE BID) Al .0 FLOOR PLANS Al. I ROOF PLAN � REFLECTED CEILING PLAN (BASE BID) A2.0 ELEVATIONS (BASE BID) A3.0 BUILDING SECTIONS (BASE BID) A4.0 WALL SECTIONS A4. 1 WALL SECTIONS * DETAILS A5.0 ARCHITECTURAL DETAILS A5. I ARCHITECTURAL DETAILS A7.0 INTERIOR ELEVATIONS AND PARTIAL PLANS A5.0 STAIR SECTIONS * DETAILS A9.0 WINDOW SCHEDULE, DETAILS ELEVATIONS A9. I DOOR SCHEDULE 4� ROOM FIN15H SCHEDULE STRUCTURAL 51.0 STRUCTURAL PLANS (13A5E BID) S I . 1 STRUCTURAL ROOF PLANS (BASE BID) 53.0 STRUCTURAL DETAILS 54.0 15TRUCTURAL GENERAL NOTES AND ROOF TRUSS DETAILS ELECTRICAL E.0 I ELECTRICAL LEGEND E51 . 1 ELECTRICAL SITE PLAN STAMP: p -MEN =--,ff LU N 'O N C P 1.0 Q ~ O r'002 C O C6 LU 0 0U3 O = CL �- Cn U o 0 Z a LU U LL m H Z Z c� � U Z Q� 10N O U C' O Q m Q N � 20 0 0o a- N O � 0 o o 'o o CL QQ G 0) %. C 71 ELECTRICAL 0 E I .0 ELECTRICAL FLOOR PLAN 0 E PLUMBING J L- PO. I LEGENDS, 5CHEDULE5 * DETAILS PLUMBING P 1.0 FLOOR PLAN PLUMBING DRAWINGS ARE REPRESENTATIONAL ONLY DO NOT SCALE DRAWINGS rme: DRAWING SCHEDULE & PROJECT DATA DATE ISSUED: 3/6/2017 REVISIONS: NO. DESCRIPTION DATE DRAWN BY: Author SCALE: As indicated DRAWING NO.: AA 0 C O 0 C: Cn 0 O 0 U m c� DRAWINGS ARE REPRESENTATIONAL ONLY DO NOT SCALE DRAWINGS rme: DRAWING SCHEDULE & PROJECT DATA DATE ISSUED: 3/6/2017 REVISIONS: NO. DESCRIPTION DATE DRAWN BY: Author SCALE: As indicated DRAWING NO.: AA 0-iN` Oli"' OH 4 ^N`n' OH`N OHV' ^H`! EXISTING ELECTRICAL SERVICE `_ �-PACKET � 4G SIGN , --- PANEL & METER i STREET" � � / 206.56' GRASS - / 0 5" I f o 5„ __-"- i _ I -N -66-_00__27"__W 03 _ .f.- E GRASS I� 1 -_ _ _ _- / - - -- - -33.02 0 / IE �" (�r 5 ,1RIiTON CONTROL PANEL / / _-__- - E `-'CONCRETE 1 / E / STEPS �- .�- / `GRASS E E E- I O I /F / I / LOCUS INFORMATION / ti ► ;. �, STAMP BITUMINOU. r VU/A�/ N / I i GRASS �, A CURRENT OWNER: TOWN OF YARMOUTH 000000 0000 00000000 E E I EXISTINGMP STArry i -7' CONTROL PANEL / �, o TITLE EFERENCE: DEED 15237, PAGE 349 w � PUMP CHAMBER � �/ f 0 WIRING OF THE PUMP TO BE PLAN REFERENCE: PLAN 320, PAGE 65 I\ \ �� COMPLETED BY A LICENSED o CONTRACTOR. TESTING OF THE ASSESSORS MAP: 61 i \ N /F , I / I o - I SHALL BEPUMPS N WITNESSED OD ALARM YETHE \ \ . TOWN OF YARMOUTH / �v PARCEL: 78.1 I STORMWATER INFILTRATION SYSTEM i DED BOOK 15237, PAGE 349 0 _ I YARMOUTH HEALTH DIVISION F FP BASE FLOOD ELEVATION I / ZONING DISTRICT: B-2 PLAN BOOK 320, PAGE 65 CONTOUR 12' / �� N ° . SETBACKS: FRONT 25' /----_l/ �\°�°' d _ I �_-SIDE 25' W I ` // _ I` ! 6 / BIT. ELEt7-TRIC SERVICE \ REAR N/A GRASS I \ \ DUAL 2" PVC FORCE AIN S / // - -- 1� o FROM! PANEL TO PUP < o NOT INSTALLED ° I MINIMUM LOT SIZE: 20,000 S.F. e,� I ` O , \O3 2" EXISTING CONDUITS / / I I o0 EXISTING LOT AREA: 30,346t S.F. TRHOUGH STONE WALLGRASS ° PARKING 0 0I I / NITROGEN SENSITIVE o I1 I INV.=11.5± 1 o E w 01 ZONE: NOT A ZONE II o GRANITE CURB �/ _ - - STA I I I \ XeSTING 500 ° ALLON ' / '\ FEMA FLOOD NYL6PLAST --ZONE DISTRICT: "X", "X OTHER", "AE" �1P f3/]U /� I , S SEI TIC T NK o X18" DRAIN BASIN 3 � � � � Pv1lA/��S I � � /'" '�, � � � 1 � r - RIM -7.80 ,r 6�°ASK I \ I ° / I INV.=5.00 -� -o _ 5= o - 1 / o E I 0 Z 0 5 E \ s ° a s �U 5„ GRASS I I ' � (1) 4" GOND! IIT o A cV �!1 GRASS I `---^ VISIBLE BASE \ 0 - c 1 TH OUGH ST NE WALL 0 0 0 0 0 0 0 0 0 0 0 0 0 PROPOSED STORMWATER RECHARGE �., STONE WALL � ° o N 0 5" E Q 3" / IN =12.61 I 0 SYSTEM FOR ROOF RUNOFF �- / I ( ADS STORMTECH SYSTEM N - - - ZLwITS OF DRAIN EASED: 'NT � E ---i � � , ��' -"VAjI /ACCESSIBLE" SIGN JXISTING ST NE 1�'ALL � o W/6 -SC -310 CHAMBERS IN BED j� - - - - - - - -I- - - - ❑ -��"� / / sem- 1 ! VTl 6" GRANITE CPQ' 0 OF CRUSHED STONE - - - - - - - �- o \ BTM. STONE EL 4.50 _ •6Z-1 I o \� BTM. CHAMBER EL 5.00 �-- �- _18.ROOFD LEA }- - o =1 �� p bER / ° D • I ( 17.13 -•�`�� X 7s SLOPED 6' CURB CUT PROPOSED PLANTINGS I 'I 79 q o EX. CONCRETE PAD & KIOSKS = (REFER TO SHEET Ao.1) i PROPOSED i I GRANITE SEPTIC LEACHING I I PAVILION / i � � a TO BE REMOVED BY OWNER 41' ft CURB FIELD I I , \ 1 , 0 FILL W/CRUSHED STONE TO co d FINISH FLOOR 15.33 MATCH EXISTING GRADE ----� -------------- ---- ------ - EXISTING I // 15.3 / PARKING - - - - - - - - SLOPED I ` � � ` X _ r PROPOS .e o -- _ -1 - I GRANITE = INV / DECK \ BIT. I CURB I ' / �� *SEE NOTE{' C6 BITUMINOUS - - - - - - i (�---• �- - ---------- WALKWAY _ � � �i. REMOVE / l 25 BUILDING SETBACK LINE! - / 15.0 .I CyAiN / ,p ° _(2)jINFORMATIONAL I / PARKING \ O _ _ _ _ _ = - _ �� ' LINK L 0- SRN BOARDS / UPDATE CURB it FENCE =,y- 7.9 ` j r 1 0 1 PROPOSED STAKED --------------------------------- \ Q -I DIST. BOX CUT -4' CURBT �I \ OQ�/ ER D o " STRAW WATTLES (TYP.) I --�--- � --- CUT 14.9 vas�6� �� � � � I °" l. 00 0 GR t/71 ud °' BIT. V OF STOP F \� o-= REm E CHAIN R LL o CHARTER BOAT LADDER SIGN LINK�FENCE EXISTING STONE `n II pp ° ----------------------------- ' NYLOPLAST i --- 6A GRANITE CAP I ----------- � � 1a` � I o� 18" DRAIN BASIN RIM=7.80 Y L o INV.=5.00 STONE WALL W(TH 141.4 "� rrce�r r� Ov bA( KFLOlJ g J IRRIGA- N PITS-�`�., J - ' I/ 0 o PREVENTOR �C .i' d 16.8 w w ,,. vv w o b` GRANITE CAP o � �a � CRUSHED ° 0 4" ° \� » / \Il./ „ -\\ // „ I// „ 2q \��� `I// ,�\I�i � * j � �e �L �Q III TONE / o �INFORMATIONAL SIGN DCB GRAS• 3 G� �^ P ," P b GRASS r-14.2 199.49 14.1 0000000 000000000 00000000000 00000000000000 0000000000000000 , �- I �� .I, I 33.00 ---- _. � `�,.__. - � \-DOLE TIS' PIT -o-•- N 69 13 35 W 1 ` GRASS�� OHV� �, L-15.3 -OH X15.3 - OHU� P f H, �: - HVA off OH �� LuG� Or AVE N° PROJECT BENCHMARK 12" RCP D D D - - - `, - CENTER SMH COVER EXISTING TREES TO REMAIN W W ALLEN STREET PUBLIC (331 WIDE) W W D PROPOSED mOH EL 4.76' (NAVD88) � RESIROOMS/STORAG PROPOSED CHAIN LINK FENCE Q TO MATCH EXISTING ry GRANITE CURB PROPOSED COCRE PROPOSED 2" PL PLATFORM/STEP BASE _ CB PROPOSED WATER SERVICE STORMV1'ATER INFILTRATION SYSTEM "SILT SAK" CATCH BASIN OH ' INLET PROTECTION (TYP) 1 UP# 4P 6" DI V W --- W W W WW WVJ � W V'J W W sr r 5� LOCUS BASS RIVER LOCUS MAP: NOT TO SCALE NOTES: BRIAN G. YERGATIAN 4 CIVIL C' .0 9N0.46206G� �Q 9 FG�STEP mak, OFFSS/O N AL LEGEND BRIAN G. YERGA_ DATE PROFESSIONAL ENGINEER 1. PARCEL LIES WITHIN THE BASE FLOOD ELEVATION OF 12' (NAVD 88) PER FEMA FIRM MAP NUMBER 25001CO591J., EFFECTIVE 7/16/2014. Q BENCHMARK DIP DUCTILE IRON PIPE RCP REINFORCED CONCRETE PIPE 12 - -CONTOUR NO. DATE BIT. BITUMINOUS OFP FLAG POLE OS SEWER MANHOLE D DRAINAGE 2. THE EDGE OF WETLAND (COASTAL BANK AT TOP OF REVETMENT) WAS DETERMINED BY YARMOUTH CONSERVATION OFFICER KELLY GRANT. BOULDER FIRE POST INDICATE VALVE -�--� SIGN E ELECTRICAL ', C CONDUIT � GUIDE WIRE �'�� SPOT GRADE YARMOUTHPORT, MA 02675 CHAIN LINK FENCE 3. ELEVATIONS ARE BASED ON VERTICAL DATUM: NAVD 88. NCS CATCH BASIN © 2017 BSC Group, Inc. HYDRATE S STEPS OW OVERHEAD WIRE 4. IRRIGATION IS NOT SHOWN GRASSY AREAS HAVE UNDERGROUND IRRIGATION. co CLEAN OUT IP INSPECTION PORT Co� UTILITY POLE W WATER LINE CP CONCRETE PAD ❑°ca IRRIGATION CONTROL BOXVENT VP PIPE 5. ELEVATIONS AND EXISTING CONDITIONS SURVEY WERE DETERMINED BY FIELD SURVEY PERFORMED BY THE TOWN OF YARMOUTH IN JUNE 2016 UNLESS NOTED. '= CONIFEROUS TREE C LAMP POLE CURB STOP O METER PIT 6. THERE IS NO ELECTRICAL SERVICE TO THE PUMP CONTROL PANEL. CONDUIT IS IN PLACE FROM ELECTRICAL SERVICE PANEL TO PUMP STATION CONTROL PANEL DECIDUOUS TREE P PLASTIC 7. THE LAYOUT OF THE UNDERGROUND DRAINAGE, INFILTRATION, SANITARY HOLDING TANK AND ELECTRICAL CONDUIT WERE TAKEN FROM A PLAN ENTITLED, `THE COMMONWEALTH OF D DRAINAGE MANHOLE PVC POLYVINYL CHLORIDE MASSACHUSETTS HIGHWAY DEPARTMENT TRANSPORTATION IMPROVEMENT PROJECT PACKET LANDING IN THE TOWN OF YARMOUTH, PS&E SUBMISSION, ISSUE DATE AUGUST 20, 2008.- 8. THE LAYOUT OF THE UNDERGROUND SEPTIC COMPONENTS WERE TAKEN FROM A PLAN TITLED "SEPTIC AS BUILT PLAN FOR PACKET LANDING" DATED 7/11/2011. THE INVERT OF THE SEPTIC LINE WAS ALSO TAKEN FROM THIS PLAN. ALL SURFACE COMPONENTS OF THE SEPTIC SYSTEM WERE LOCATED BY THIS SURVEY. 9. ALL UNDERGROUND UTILITY INFORMATION IS APPROXIMATE AND NO CLAIMS ARE MADE TO THE ACCURACY OR COMPLETENESS OF UTILITIES SHOWN. FIELD VERIFICATION IS REQUIRED PRIOR TO ANY EXCAVATION OF THE SITE. CONTRACTOR SHALL CONTACT DIG -SAFE. sr r 5� LOCUS BASS RIVER LOCUS MAP: NOT TO SCALE N OF MAssq BRIAN G. YERGATIAN 4 CIVIL C' .0 9N0.46206G� �Q 9 FG�STEP mak, OFFSS/O N AL v-) BRIAN G. YERGA_ DATE PROFESSIONAL ENGINEER PACKET LAN D I N G IMPROVEMENTS 1377 BRIDGE STREET IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY SITE PLAN AUGUST 3, 2016 REVISIONS: NO. DATE DESC. 1 12/23/16 REVISE NOTES 2 01/18/17 ENTRANCE WALK/RAMP 3 02/06/17 ENTRANCE WALK/RAMP PREPARED FOR: BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. 203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675 3 1<F DISC Oup 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 © 2017 BSC Group, Inc. SCALE: 1" = 10' 0 5 10 20 Fm FILE: 5003000-SP.DWG DWG.: 6382-01 SHEET 1 OF 2 JOB. NO:5-0030.00 4" 4" CONTINUOUS STEEL EDGE RESTRAINT 3/4" CRUSHED STONE WOVEN POLYPROPYLENE GEO—TEXTILE MIGRATION �..° BARRIER —t7�lai�-77 1 REMOVE ALL LOAM TO SUBGRADE REPLACE WITH GRAVEL TO WITHIN 4" OF FINISHED GRADE �— COMPACTED SUBGRADE CRUSHED STONE PATH NOT TO SCALE 4 ® 12" O.C. E.W. TOP & BOTTOM (TYP.) NISHED TO BE BRUSHED 2" MIN. COVER 0 p :q 12" COMPACTED GRAVEL BORROW BASE (M1.03.0 C)- 2" MIN. COVER 000 PSI CONCRETE) %`COMI?ACTEDt1BGR,4DE�\%/\��/\��/\��/\��/\��/\��/\X_\A NOTE: PROVIDE EXPANSION JOINTS AT 20' ON CENTER (MAX.) AND AGAINST ABUTTING STRUCTURE(S) CAONCRETE PAVEMENT SCNONE CROSS COUNTRY FINAL GRADING —� Z EXIST. GROUND/' SURFACE 6" MIN LOAM AND SEED — H 3 COMMON FlLL MATERIAL (SEE SPECIFICATIONS FOR o COMPACTION REQUIREMENTS) 0 0 z 0 s: 6" MINIMUM IN LEDGE PAYMENT LIMITS FOR ROCK EXCAVATION — EXCAVATION IN LEDGE TYPICAL PIPE TRENCH SECTION SCALE: NONE N PAVE EXCAVATION IN EARTH VEMENT AS REQUIRED COMPACTED GRAVEL AS REQUIRED SHEETING, IF USED, SHALL BE LEFT IN PLACE, BELOW 12" ABOVE PIPE CROWN, EXCEPT WHERE OTHERWISE INDICATED OR DIRECTED -COLOR-CODED WARNING TAPE PLACED FULL LENGTH OF TRENCH -UNE OF NARROW TRENCH UMIT -FOR PVC PIPE 3/4" CRUSHED STONE SHALL BE PLACED AGAINST UNDISTURBED SIDES AND BOTTOM OF TRENCH TO 6" ABOVE THE CROWN {NORMAL EXCAVATION FOR RC/HDPE/DI PIPE, 3/4" GRAVEL OR CRUSHED STONE SHALL BE PLACED AGAINST UNDISTURBED SIDES & BOTTOM OF TRENCH TO MID -DIAMETER OF PIPE TRENCH WIDTH, Ws OR Wu D DIAMETER OF PIPE Wu UNSHEETED Ws SHEETED 12" AND SMALLER 3'-0" 4'-2" 15" 3'-2" 4'-4" 18" 3'-6" 4'-8" 21 3'-10" 5'-0" 24" 4'-2" 5'-4" 27" 4'-6" 5'-8" 30" 4'-10" 6'-0" 36" 5'-6" 6#-8- 42' 6'-2" 7'-4" 48" 6'-10" 8'-0" TRENCH WIDTH DATA 1-1/2" HOT MIX ASPHALT TOP COURSE 2" HOT MIX ASPHALT BINDER COURSE _: 12 COMPACTED GRAVEL BORROW :`- SUB�ASE...(M.1.030...TYPE COMPACTED SUBGRADE REMOVE UNSUITABLE MATERIAL AND REPLACE WITH GRAVEL (TYPE A) COMPACTED IN 6" LIFTS TOP JOINT TO BE SEALED WITH AN EMULSION AND SAND MIX EXIST. PAVEMENT EXIST. GRAVEL BASE ,APPLY TACK COAT OF RS -1 EMULSION TO VERTICAL FACE OF EXISTING PAVEMENT PRIOR TO THE PLACEMENT OF THE NEW HOT MIX ASPHALT CUT EXISTING PAVEMENT IN A NEAT LINE USING SAW CUT METHOD ONLY THROUGH ENTIRE DEPTH OF EXISTING PAVEMENT HOT ONEMIX ASPHALT PAVEMENT JOINTS SCALE: N S. kX OF M48S9 cy � G BRIAN YERGATIAN N o CIVIL 0 9 N0.46206 9� Ra/STEPS \ secs` /01NAL VDA BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER PACKET LANDING IMPROVEMENTS 1377 BRIDGE STREET IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) DETAILS AUGUST 3, 2016 REVISIONS: NO. DATE DESC. 1 12/23/16 REVISE NOTES 2 01/18/17 ENTRANCE WALK/RAMP 3 02/06/17 ENTRANCE WALK/RAMP PREPARED FOR: BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. 203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675 vt%5sc GRI-Dup . _ 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 © 2017 BSC Group, Inc. SCALE: 1" = 10' 0 5 10 20 Fr FILE: 5003000—SP.DWG DWG.: 6382-01 SHEET 2 OF 2 JOB. N0:5-0030.00 1 2 3 8'-81/2" 8'-81/2" 4 5 8'- 8 112" 8'- 8 112" I 2 tl 3 I A3.0 A3.0 5/4 X G PVC COMPOSITE 2 DECK EDGING BENT TO FOLLOW RADIUS G" 5' 8.. 51-011 G A4. 1 G"I I 4.2 4.3 14'- 11 PROVIDE NEW OPENING THROUGH EXISTING CURB (W/ SLOPED GRANITE CURB DOWN TO OPENING) AS REQUIRED FOR NEW WALKWAY - PATCH AND REPAIR BITUMINOUS PARKING LOT AND ADJACENT CURBS AS REQUIRED FIRST FLOOR PLAN 11411 _ 1 1_011 I STAMP: \StEREDARC 1 2 3 4 5 �G �a,L F,G 8'- 8 112" 8'- 8 112" 8' 8 112" 8'- 8 112" 10, No. 7789 0 Y .4OUTHPORT, $ t l OF MAHOGANY LATTICE PANELS, 5'X G' X G" THICK CONCRETE NATURAL FINISH W/ CELLULAR 2PAD AT BOTTOM OF STAIRS P.V.C. TRIM, ON 2 X 4 P.T. A3.0 WALLS W/ BLOCKING BETWEEN 11:;) 1 1 SEE ELEVATIONS AND SECTIONS 2 3 W N 0 N co I A3.0 m I- NO v 1.1 A4.1 2.1 ZZ, 2 N I 4.2 I 66 � 4.3 N 0 m L" O a 00 01 n a' W LL — — — — 4' I �" w (� z PROVIDE 30" X 48" GATE THRQ -- LATTICE PANELS W/ STANDARD U HINGES AND T -HANDLE LOCK_ N W Q L 41- 10" z = = 10 o U N I w� Cco -r6 a- N JF 0 CIS 3 o cqLv u7 o 0 } m 3 A2.0 �s o I I MAHOGANY LATTICE PANELS, NEW P.T. WOOD POSTS ON I I NATURAL FINISH W/ CELLULAR Q CONCRETE PIERS - SEE P.V.C. TRIM, ON 2 X 4 P.T. WALLS 5 STRUCTURAL DRAWINGS W/ BLOCKING BETWEEN - SEE G ELEVATIONS AND SECTIONS A2.0 4 i i I I J A4.0 i i O EXISTING STONE U FOUNDATION WALLS -�— r) cf) i 4 i I I I j I NEW CONCRETE FROST I I O WALL ON CONCRETE FOOTING - SEE I I 3 5TRUCTURAL DRAWINGS A4.0 I m I I f Vt. �I I �. G'- I I" I'-9 1/2 5'-2 1/2" 31 G1 3'-G" 5'-2 1/2" L'-9 1/2"Ly I r%--. 1 I I cy) A2.o TITLE: 1.1 2 2.1 3.1 4.1 FLOOR PLANS LOWER LEVEL '-J' 11411 1 1.011 0' 2' 4' 8' 16' DATE ISSUED: 3/6/2017 REVISIONS: NO. DESCRIPTION DATE DRAWN BY: KG SCALE: 11411 _ 1 1_011 DRAWING NO.: A1.0 t8' - 8 112" I 8' - 8 1 /2" 1 8'- 8 1/2" 8'- 8 112"t/ 2 ROOF PLAN -BASE BID 11411 = 1 1-011 I X4 CELLULAR PVC T*V-GROOVE CEILING, PAINTED OVER 1/2" CDX { PLYWOOD SUBSTRATE i 2 A3.0 STRIP LIGHTING AROUND INTERIOR PERIMETER OF CUPOLA - SEE ELECTRICAL DRAWINGS I I STAMP: LUMINUM C - - - - - - - I/2" G.W.B. CEILING, PAINTED —to N5POUT W`�4&v LU N oco N I Q N O OVER I X STRAPPING AT I G" E5TROOM5 LJJ z �— \5HING SOOT, Q 'U RER'5 Z L 0 EQ EQ O ° SYNTHETIC cIL (� p a O.C. AND ROOF / CEILING U U O B- M co -f— z 01 LUMINUM DOWNSPOUT LOCATIONS, I I I DRAWINGS W/ I X CELLULAR W SURFACE MOUNTED LIGHT ..� - TO BE TIED INTO BELOW GRADE STRUCTURE FIXTURE - SEE ELECTRICAL U � DRAWINGS _ U E SYSTEM (SEE CIVIL DRAWINGS) _ a z ARCHITECTURAL DETAILSnn\\ - CV _ 1 X CELLULAR P.V.C. BEAM TRIM, PAINTED - SEE ARCHITECTURAL DETAILS O_ z �-- DIAGONAL BRACING (KICKERS) - I LUMINUM C - - - - - - - I/2" G.W.B. CEILING, PAINTED —to N5POUT -- I RIDGE / HIP OVER I X STRAPPING AT I G" E5TROOM5 LJJ z �— \5HING SOOT, Q 'U RER'5 0 EQ EQ kL ASPHALT SYNTHETIC I RECESSED LIGHT FIXTURES, TYPICAL - SEE ELECTRICAL DRAWINGS -- I I OVER I X STRAPPING AT I G" LJJ z �— Q Lo EQ EQ --- I O.C. AND ROOF / CEILING � O B- P05T DOWN - SEE STRUCTURAL -f— CC3 LUMINUM DOWNSPOUT LOCATIONS, I I I DRAWINGS W/ I X CELLULAR ..� - TO BE TIED INTO BELOW GRADE STRUCTURE U � ------------ __- -- E SYSTEM (SEE CIVIL DRAWINGS) _ ARCHITECTURAL DETAILSnn\\ CV _ 1 X CELLULAR P.V.C. BEAM TRIM, PAINTED - SEE ARCHITECTURAL DETAILS O_ I DIAGONAL BRACING (KICKERS) - I EXHAUST FAN /LIGHT Q c 'c"o co _ �- T1� - \I OCBeadboard 9=3 3/4"A.F.F. - _V ea oar _=3/41A.F.F. [No Slope] [No Slope] C/) PAINTED I I FIXTURE - SEE ELECTRICAL COMBINATION, TYPICAL - O N p DRAWINGS TITLE: ROOF PLAN & REFLECTED CEILING PLAN (BASE BID) DATE ISSUED: 3/6/2017 REVISIONS: NO. DESCRIPTION DATE DRAWN BY: Author SCALE:. 11411 = 1 1_011 DRAWING NO.: -- OVER I X STRAPPING AT I G" LJJ z �— Q Lo _ I O.C. AND ROOF / CEILING � O 1 P05T DOWN - SEE STRUCTURAL -f— CC3 LUMINUM DOWNSPOUT LOCATIONS, I I I DRAWINGS W/ I X CELLULAR ..� - TO BE TIED INTO BELOW GRADE STRUCTURE U � Q E SYSTEM (SEE CIVIL DRAWINGS) _ ARCHITECTURAL DETAILSnn\\ O_ DIAGONAL BRACING (KICKERS) - EXHAUST FAN /LIGHT Q c 'c"o co _ �- - \I SURFACEMOUNTED LIGHT > C/) PAINTED I I FIXTURE - SEE ELECTRICAL COMBINATION, TYPICAL - O N p DRAWINGS GWB 8' - 4 1 /2" A. F. F. 8'- 8 1/2" 8'- 8 1/2" I 8'- 8 112" 8'- 8 1/2" SEE ELECTRICAL 0 �o O >z Zo / 1 U 1 2 3 4 5 -- C� m [No Slope] DRAWINGS - BASE BID In °- =O o0 w - � „ I 1 /4 = 1 -0 r - 5URFACE MOUNTED LIGHT o o c__ o FIXTURE -SEE ELECTRICAL _ GWB [No Slope] i DRAWINGS OPEN TO - /2" A.F.F. i _CUPOLA ABOVE_ - - Q EQ-- --EQ C EQ EQ - I/2" G.W.B. CEILING, PAINTED -� w_ -- z OVER I X STRAPPING AT I Of J C- eadboar `=33_3/4"-A.F.F. O.C. AND ROOF /CEILING O --- o_ v STRUCTURE at° [No Slope] I GWB J o - 8'- 4 1/2" A.F.F. � `" [No Slope] 2'X 2' ATTIC SCUTTLE W/ 3/4" - - PLYWOOD DROP-IN PANEL AND I X 3 CASING, PAINTED O TITLE: ROOF PLAN & REFLECTED CEILING PLAN (BASE BID) DATE ISSUED: 3/6/2017 REVISIONS: NO. DESCRIPTION DATE DRAWN BY: Author SCALE:. 11411 = 1 1_011 DRAWING NO.: � O P05T DOWN - SEE STRUCTURAL -f— LUMINUM DOWNSPOUT LOCATIONS, I I I DRAWINGS W/ I X CELLULAR ..� - TO BE TIED INTO BELOW GRADE P.V.C. TRIM, PAINTED - SEE � Q E SYSTEM (SEE CIVIL DRAWINGS) ARCHITECTURAL DETAILSnn\\ O_ DIAGONAL BRACING (KICKERS) - SEE STRUCTURAL DRAWINGS W/ I X CELLULAR P.V.C. TRIM, SURFACEMOUNTED LIGHT > C/) PAINTED I I FIXTURE - SEE ELECTRICAL I O DRAWINGS 8'- 8 1/2" 8'- 8 1/2" 8'- 8 112" 8'- 8 1/2" Of / 1 U 1 2 3 4 5 m - REFLECTED CEILING PLAN - BASE BID °- l � „ I 1 /4 = 1 -0 r - TITLE: ROOF PLAN & REFLECTED CEILING PLAN (BASE BID) DATE ISSUED: 3/6/2017 REVISIONS: NO. DESCRIPTION DATE DRAWN BY: Author SCALE:. 11411 = 1 1_011 DRAWING NO.: North Elevation - BASE BID % 11411 1 I_OII A3.0 COPPER WEATHERVANE, INSTALLED PER — MANUFACTURER'S INSTRUCTIONS 3 A3.0 I� T.O.P. Cupola \� 32'-8"- — — - VINYL IMPACT RATED _ WINDOWS - SEE WINDOW SCHEDULE AND DETAILS 61/2" T.O. BEAM 24' 9" POST MOUNTED LIGHT LAMINATED ARCHITECTURAL ASPHALT STAMP: FIXTURE - SEE ELECTRICAL DAR LF � VINYL IMPACT RATED � n� 2 COPPER WEATHERVANE, INSTALLED PER 7789, A3.0 MANUFACTURER'S INSTRUCTIONS ,. o r, CO .y WINDOWS - SEE WINDOW q� y OF MPSSA "+ PRE -STAINED R � R WHITE CEDAR UNDERLAYMENT - SEE ROOF PLAN AND1'-0" � 2 COPPER WEATHERVANE, INSTALLED PER A3.0 Lv N O 0 ARCHITECTURAL DETAILS LAMINATED ARCHITECTURAL ASPHALT m o SHINGLE ROOFING OVER 5YTHETIC ROOF < Z < PRE -FINISHED ALUMINUM CAP 1'-0" UNDERLAYMENT - SEE ROOF PLAN AND - T.O.P. Cupola ao 3 a 51' ARCHITECTURAL DETAILS °� Q A3.0 Oon 0 — — U o� LAMINATED ARCHITECTURAL ASPHALT U FIXTURE - SEE ELECTRICAL �- VINYL IMPACT RATED DRAWINGS 5 Hz � 0 WINDOWS - SEE WINDOW PRE -STAINED R � R WHITE CEDAR UNDERLAYMENT - SEE ROOF PLAN AND1'-0" � 2 COPPER WEATHERVANE, INSTALLED PER A3.0 L? SHINGLE SIDING AT 5" T.W. 0 ARCHITECTURAL DETAILS 61/2" OVER I X 8 CELLULAR P.V.C. ~ FASCIA, PAINTED — — — — — — PRE -FINISHED ALUMINUM CAP — — — — - T.O.P. Cupola 3 FLASHING OVER CELLULAR P.V.C. � A3.0 WATERTABLE, PAINTED 32'-8" � U First Floor w Z I- — _ — X G CELLULAR P.V.C. 15'-4" ENGINEERED WOOD POSTS - OC LAMINATED ARCHITECTURAL ASPHALT SHINGLE ROOFING OVER SYfHETIC ROOF 4 LB. LEAD SHEET FLASHING W/ G" CORNER BOARDS, PAINTED Q W < N ff 04 PREFINI5HED ALUMINUM GUTTER m on on O COCO \ ARCHITECTURAL DETAILSo OVER I X BLOCKING 0 _ OVER I X 8 CELLULAR P.V.C. —, T.O. PIER 42" H. COMPOSITE oo } FASCIA, PAINTED 6" a 6" - SQUARE BALUSTERS ------------AT 5 O.C. Q = 14'- 2 1 /4" ENGINEERED WOOD P05T5 - SEE 7— EXISTING STONE RETAINING WALL TO ._ 1 REMAIN 5TRUCT DWG5 W/ I X CELLULAR - --J _ - -I 0 EXISTING STONE TRIM - SEE ARCHITECTURAL T.O. BEAM SEE FLOOR PLAN AND RETAINING WALL TO - DETAILS - - 24'-9" REMAIN Ln 42" H. COMPOSITE RAILING B.O. FOOTING (� — 8'-611 LAMINATED ARCHITECTURAL ASPHALT U v �- VINYL IMPACT RATED SHINGLE ROOFING OVER 5YTHErIC ROOF 5 Hz a� WINDOWS - SEE WINDOW -> UNDERLAYMENT - SEE ROOF PLAN AND1'-0" � 2 COPPER WEATHERVANE, INSTALLED PER A3.0 SCHEDULE AND DETAILS LL - -61/2" 0 ARCHITECTURAL DETAILS 61/2" OVER I X 8 CELLULAR P.V.C. ~ FASCIA, PAINTED — — — — — — — — — — — — — - T.O.P. Cupola 3 � A3.0 Z I�- 32'-8" � U w Z I- Q "' W10 X G CELLULAR P.V.C. N 04 O ENGINEERED WOOD POSTS - OC LAMINATED ARCHITECTURAL ASPHALT SHINGLE ROOFING OVER SYfHETIC ROOF 4 LB. LEAD SHEET FLASHING W/ G" CORNER BOARDS, PAINTED Q W < N ff 04 PREFINI5HED ALUMINUM GUTTER on on O COCO \ ARCHITECTURAL DETAILSo OVER I X BLOCKING 0 _ OVER I X 8 CELLULAR P.V.C. � o 42" H. COMPOSITE oo } FASCIA, PAINTED 6" a 6" - SQUARE BALUSTERS ------------AT 5 O.C. Q G ENGINEERED WOOD P05T5 - SEE 7— EXISTING STONE RETAINING WALL TO ._ 1 REMAIN 5TRUCT DWG5 W/ I X CELLULAR - --J _ - -I 0 NEW CHAIN LINK FENCE -P.V.C. TRIM - SEE ARCHITECTURAL T.O. BEAM SEE FLOOR PLAN AND - DETAILS - - 24'-9" ARCHITECTURAL 51TE PLAN 42" H. COMPOSITE RAILING W/ 1- 1/4" SQUARE PRE -STAINED R it R WHITE BALUSTERS AT 5" O.C. CEDAR SHINGLE 51DING AT - 5" T.W. 4x4 ALUMINUM DOWNSPOUT _ COMPOSITE DECKING OVER - - P.T. FRAMING - SEE 5TRUCT i DWGS ---------- i First Floor OgL _------- _ 151- 4" - ---------- _ m , _ T.O. PIER 14'- 2 1/4" MAHOGANY LATTICE PANELS, _ - _ = - - NATURAL / W FINI5 H CELLULAR �r - P.V.0 TRIM, PAINTED /i > rY Lo - ttt-�i-I — —_ _ tfi1=�d �f-f; _ I iii- 1- 11�= _ = _ _ _ _ B.O. FOOTING A 81- — — 611 MAHOGANY LATTICE PANELS, EXIST. STONE SITE RETAINING NATURAL FINISH W/ CELLULAR STAIRS -SEE STAIR SECTIONS WALL TO REMAIN P.V.0 TRIM, PAINTED AND DETAILS South Elevation - BASE BID 1 -0 11 11=1 11=1 I I I I I=1 I I1 I I-1 11=1 I I-1 I I1 I I=1 I I=1 11=1 11=1 I i-1 11=1 11=1 11=1 11 11=1 11= � 0 �... MAHOGANY LATTICE PANELS NATURAL FINISH W/ CELLULAR P.V.0 TRIM, PAINTED ..i_ 0 East Elevation BASE BID >- 2 o /� II = 1 1_011 /4 U v �- Ll o 5 Hz a� 01 -> w � 2 COPPER WEATHERVANE, INSTALLED PER A3.0 _ _ _ _ _ _ - 1'-0" PREFINI5HED ALUMINUM GUTTER LL - -61/2" 0 61/2" OVER I X 8 CELLULAR P.V.C. ~ FASCIA, PAINTED Z Z U 3 � A3.0 Z I�- � U w Z I- Q "' W10 N 04 O ENGINEERED WOOD POSTS - OC LAMINATED ARCHITECTURAL ASPHALT SHINGLE ROOFING OVER SYfHETIC ROOF 4 LB. LEAD SHEET FLASHING W/ G" SEE 5TRUCT DWG5 W/ I X Q W < N ff 04 CELLULAR P.V.C. TRIM - SEE on on O COCO ARCHITECTURAL DETAILSo 0 �o � o 42" H. COMPOSITE oo } RAILING W/ 1- 1/4"U C4 CL - SQUARE BALUSTERS ------------AT 5 O.C. Q G Hill 1 7— EXISTING STONE RETAINING WALL TO ._ 1 REMAIN - --J _ - -I 0 J i 11 11=1 11=1 I I I I I=1 I I1 I I-1 11=1 I I-1 I I1 I I=1 I I=1 11=1 11=1 I i-1 11=1 11=1 11=1 11 11=1 11= � 0 �... MAHOGANY LATTICE PANELS NATURAL FINISH W/ CELLULAR P.V.0 TRIM, PAINTED ..i_ 0 East Elevation BASE BID >- 2 o /� II = 1 1_011 /4 c0 �- _ o c: a� -> � 2 COPPER WEATHERVANE, INSTALLED PER A3.0 0 MANUFACTURER'S INSTRUCTIONS U 3 A3.0 LAMINATED ARCHITECTURAL ASPHALT SHINGLE ROOFING OVER SYfHETIC ROOF 4 LB. LEAD SHEET FLASHING W/ G" co r -- UNDERLAYMENT -SEE ROOF PLAN AND , VERTICAL LEG (EXTEND BEHIND SIDING) ARCHITECTURAL DETAILS 1-0 a 5" AND G" LEG ONTO ROOF SURFACE - TYPICAL ON EAST AND WEST rh T.O.P. Cupola - - - - _ _ ELEVATIONS OF CUPOLA 32'-8" 3 PREFINI5HED ALUMINUM GUTTER OVER I X 8 CELLULAR P.V.C. 61/2 -------- 1 0 FASCIA, PAINTED ,. 6 1/2" 4x4 ALUMINUM DOWNSPOUT rh T.O. BEAM 24' - 9" - --------- PO5T MOUNTED LIGHT FIXTURE SEE ELECTRICAL DRAWINGS - 0 I ENGINEERED WOOD POSTS - SEE 5TRUCT DWG5 W/ I X CELLULAR P.V.C. TRIM - SEE - ARCHITECTURAL DETAILS rh First Floor —__-=-----_ Nu 151- 4 EXIST. STONE- RETAI N I NG WALL TO REMAIN 42" H. COMPOSITE RAILING W/ 1-1/4" SQUARE BALUSTERS AT 5" O.C. West Elevation BASE BID 1/411= 11-011 TITLE: ELEVATIONS (BASE BID) FLEXIBLE CAP FLASHING OVER I X 4 CELLULAR P.V.C. WINDOW CASING, PAINTED 4x4 ALUMINUM DOWNSPOUT VINYL IMPACT RATED WINDOWS - SEE WINDOW SCHEDULE AND DETAILS DATE ISSUED: PRE -STAINED R * R 3/6/2017 WHITE CEDAR SHINGLE 51DING AT 5" T.W. REVISIONS: NEW CHAIN LINK NO. DESCRIPTION DATE EXIST. STONE RETAINING WALL TO REMAIN PRE -FINISHED ALUMINUM CAP FLASHING OVER CELLULAR P.V.C. DRAWN BY: WATERTABLE, PAINTED Author SCALE: 11411 = 1 1-011 DRAWING NO.: A2,0 2 1 8'-8112" 2 8'-81/2" 3 A3.0 8'-8112" 4 8'-81/2° 5 4.2 4.3 COPPER WEATHER VANE, IN5TALLED PER MANUFACTURER'S INSTRUCTIONS 3 TYPICAL ROOF CONSTRUCTION 3.0 1 I I L - I ( T.O.P_Cupola 3 32'-8" I A4.1 I I 2 I--- --- , T.O. BEAM - - ENGINEERED WOOD j _ P05T5 - 5EE 5TRUCT , DWG5 W/ I X CELLULARI I I 1 I I G' THICK COMPACTED P.V.C. TRIM -,5EE A4. 1 I I I CRUSHED STONE OVER � ARCHITECTURAL DETAILS LANDSCAPE FABRICu .... ------ I I UTILITY / ST R First Floor r/ EXIST. STONE RETAINING WALL I I 104 1 151- 411 ±211 �t T — m _ T.O. PIER O REMAIN _ 14'- 2 1/4" EXIST. STONE I I I I 111.1 I— RETAINING WALL _= I I=1 i 1= I I=1 = I I-1 I= I I I =1 I =1 I� I I=1 i I- I I TO REMAIN PIERS°5TE °NRUCTURALEI DRAWING5-I III -111-1 CONTRACTOR TO VERIFY THAT EXISTING STONE WALL FOOTINGS EXTEND MINIMUM 4' BELOW ADJACENT LOW FINISH GRADE - NOTIFYTHE ARCHITECT IF THE i BUILDING SECTION A - BASE BID EXISTING WALL FOUNDATION 15 LE55 THAN 4' BELOW GRADE //III _ 1 1_011 A B C D E 9'-31/2" 9'-31/2" 8'-G" 4'-8" I I I COPPER WEATHERVANE, INSTALLED PER A3.0 MANUFACTURER'S INSTRUCTIONS TYPICAL ROOF CONSTRUCTION C.1 C.2 4' - G" I I T.O.P. Cupola ------- ------ _ 321. - 811 VINYL IMPACT RATED WINDOWS - 5EE WINDOW SCHEDULE AND DETAILS 4\/z It ti I I I I _ _ T.O. BEAM 24'-911 ENGINEERED WOOD POSTS - SEE - 5TRUCT DWG5 W/ I X CELLULAR I I I 42" H. COMP051TE RAILING P.V.C. TRIM - 5EE FIBERGLASS DOOR5 - SEE W/ I -1 /4" SQUARE ARCHITECTURAL DETAILS DOOR SCHEDULE BALUSTERS AT 5" O.C. 0� I I j COMPOSITE DECKING OVER BITUMINOUS CONCRETE P.T. FRAMING -SEE STRUCT WALKWAY SLOPED AT I :20 DOWN WOMEN J ,` MEN DWG5 TO PARKING AREA OVER G THICK PROCE55ED GRAVEL BASE, 1 103 105 I I Fir 15 lo4r COMPACTED 95% - _" I T.O. PIER 14'_ I I = MAHOGANY LATTICE PANELS, 8" THICK CONCRETE FOUNDATION 1= —I I , ---_— t r NATURAL FINISH W/ CELLULAR WALL ON FOOTING -SEE P.V.0 TRIM, PAINTED STRU URAL N - — — — — — — - CT DRAW IGS I If rh I I I 11- I f III =- II I B.O._FOOTINGA)=II=II � =P.T.1 P05TS STAIRS 5EE STAIR G" THICK COMPACTED CRUSHEDIS iONEi I = I I=) = I=_ I,. 1 CONCRETE PIERS - SEE — �, ,I •I� �, _ I •�` : _ SECTIONS AND DETAILS OVER LANDSCAPE FABRIC— =STRURAL DRAWj I , — - I CTUINGS a -,. B.O_PIERS 11= 1= I I- I I I III , I I 5, -oil BUILDING SECTION C - BASE BID 3 114 II _ 1-0 E D C B 4'-8" 8'-G" 9'-31/2 I I A3.0 FLEXIBLE STRIP LIGHTING AROUND CUPOLA - SEE ELECTRICAL DRAWINGS I 2 ol A4.1 9'-31/2 A COPPER WEATHERVANE, INSTALLED PER MANUFACTURER'S INSTRUCTIONS TYPICAL ROOF CONSTRUCTION i I VINYL IMPACT RATED WINDOWS - SEE WINDOW SCHEDULE T.O.P. Cupola STAKAI)- 112t� C"W > r) ~ ^\ W N .o N co Q4 m Q ~ O 04Lu Lu 00 ° O � R U oCL I i _ m co Z01 _ TYPICAL ROOF CONSTRUCTION W F- I U T.O. BEAM Z Z � 42" H. COMPOSITE RAILING I I I 1 _Z' W Q U W/ 11 /4 SQUARE Z F=- L o ENGINEERED WOOD POSTS -SEE BALUSTER AT 5" O.C. ,' _ STRUCT DWGS W/ I X CELLULAR P.V.C. > = N o TRIM - SEE ARCHITECTURAL DETAILS In O U ccoQ Ilk co �ctco 5" THICK CONCRETE FOUNDATION WALL ON O2 N FOOTING -SEE STRUCTURAL DRAWIN �o O � COMPOSITE DECKING � Gs J = c,, -, o moo o cb OVER P.T. FRAMING - First Floor o i � T. o L . ;moo I� SEE STRUGT DWG5 151-411 o d z ♦ 00 N } d m MAHOGANY LATTICE PANELS, P _ — .O. PIER- - — 14 2 1/4 — NATURAL FINISH W/ CELLULAR P.V.0 TRIM, PAINTED `� - I MI -� I P.T. P05T5ON CONCRETE I I( I 1=) 111= 114. 1 I= —1 11=1 I I_I=1 I I=1_I— PIERS - 5EL sTRUCTURAL1- 11-1 I N__ I=70 DRAWINGS B —.O. - � -�= I i -I_ I I• I- I i 1-1 I- 1 I -moi- � 6,.- _- =1_.I ��I�a� 1 1 1=_111 �---i I I- I I_==1 I =I=1 I =III= I =1 I•-1 S I I= o G THICK COMPACTED - _ I I ; _ II=II = I - I =-I I - I -I I --I-_ 1I� CRUSHED STONE OVIIIER=1 I = I =1 I = I=1 = I I fi'_ = I I-_= I I __ _11=_=_=III=I_-B.O LAND5CAPE FABRIC n -11=11=Ii=- . -�- I --i�.� - I III I I I I I (1 11— I ILI I III I I!I I I III I I III i I I III 1-1 I I�I I I I I I I I I 1 1-11 I I—I I �I I I I I i I IIII I (I i III I I III i I I I I III I I III I III 11111)1 I I I I I I Ilf i BUILDING SECTION B - BASE BID°- 0 O 2 �- �- Co 114 11-011 o y_ �--' Oa) a� TYPICAL ROOF / CEILING CONSTRUCTION • LAMINATED ARCHITECTURAL A5PHALT ROOF SHINGLES, HURRICANE NAILED OVER 5YNTHTIC ROOF UNDERLAYMENT W/ 5EAM5 OVERLAPPED TO SHED WATER • 5/8" T*G 05B ROOF SHEATHING • CAP SHINGLES AT RIDGES AND HIPS • PRE -FINISHED ALUMINUM DRIP EDGE AND GUTTERS/ DOWN5POUT5 A5 INDICATED ON _. ROOF PLANS AND SECTIONS / EAVE DETAILS. • ENGINEERED WOOD TRU55E5 (SEE STRUCTURAL DRAWINGS) WITH HURRICANE CLIPS TO SUPPORTING STRUCTURE. • 2 X ROOF RAFTERS WITH HURRICANE CLIP5 TO SUPPORTING 5TRUCTURE, WHERE INDICATED ON DRAWINGS 5/8" X 4" CELLULAR P.V.C. T*V-GROOVE CEILINGS, PAINTED OVER 1/2" CDX PLYWOOD AT .UNDERSIDE OF TRUSSES. 1/2" GYPSUM BOARD, PAINTED W/ JOINTS TAPED AND FINISHED, WHERE INDICATED ON SECTIONS / DETAIL5 AND REFLECTED CEILING PLAN5. TYPICAL EXTERIOR WALL CONSTRUCTION • 2XG P.T. SILL/ (2) 2X6 TOP PLATE, UNLESS NOTED OTHERWISE • 2XG WALL STUDS AT I G" O.C. (UNLESS NOTED OTHERWISE) W/ 112" 05B SHEATHING W/ INTEGRAL WEATHER RESISTANT BARRIER W/ 5EAM5 TAPED. • PRE -FINISHED WHITE CEDAR SHINGLE SIDING A5 INDICATED ON ELEVATION DRAWINGS. • 112" G.W.B., PAINTED TYP., EXCEPT AS INDICATED OTHERWISE ON SECTIONS AND WALL TYPES. TYPICAL INTERIOR WALL CONSTRUCTION • 2XG SILL W/ (2) 2XG TOP PLATE AND 2XG WALL STUDS AT I G" O.C., UNLESS NOTED OTHERWISE - 5EE WALL TYPE5 ON SHEET AG.O. • 1/2" GYPSUM BOARD ,PAINTED, A5 INDICATED ON FLOOR PLANS, 5ECTION5 AND WALL TYPES - 5EE WALL TYPE5 ON SHEET AG.O. TYPICAL FLOOR./ DECK CONSTRUCTION • 5/4 X G PVC COMPOSITE DECKING WITH GROOVED EDGE5 AND CONCEALED FASTENING SYSTEM. • RESINOUS FLOORING OVER 1/2" A -C PLYWOOD UNDERLAYMENT (SMOOTH 51DE UP) OVER 3/4" T*G M015TURE RE515TANT, HIGH DENSITY ENGINEERED WOOD SUB -FLOOR (ADVANTECH OR APPROVED EQUAL), GLUED � NAILED IN ENCLOSED ROOMS / SPACE5 • P.T. FLOOR/ DECK FRAMING AT I G" O.C. (5EE STRUCTURAL DRAWINGS). TITLE: BUILDING SECTIONS (BASE BID) DATE ISSUED: 3/6/2017 REVISIONS: NO. DESCRIPTION DATE DRAWN BY: TC / SW SCALE: 11411 _ 1 1_011 DRAWING NO.: A3.0 0 > r) ~ ^\ W U m D 0 TITLE: BUILDING SECTIONS (BASE BID) DATE ISSUED: 3/6/2017 REVISIONS: NO. DESCRIPTION DATE DRAWN BY: TC / SW SCALE: 11411 _ 1 1_011 DRAWING NO.: A3.0 ARCHITECTURAL ASPHALT ROOF A SHINGLES OVER SYTHETIC 1 4 UNDERLAYMENT ENGINEERED WOOD ROOF TRUSSES - ENGINEERED WOOD ROOF TRUSSES - SEE STRUCTURAL DRAWINGS i SEE STRUCTURAL DRAWINGS - — - — - — - - — - — - ARCHITECTURAL ASPHALT ROOF GIRDER TRUSS - SHINGLES OVER 5YTHETIC UNDERLAYMENT SEE STRUCTURAL DRAWINGS - — - - — - I I A5.0 i I I I ENGINEERED WOOD PERIMETER BEAM - SEE STRUCTURAL DRAWINGS ENGINEERED WOOD PERIMETER BEAM - SEE I I STRUCTURAL DRAWINGS W/ CELLULAR I LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS P.V.C. TRIM PAINTED- SEE ARCHITECTURAL DETAILS -KICKER BRACKETS - SEE STRUCTURAL KICKER BRACKETS - SEE STRUCTURAL — - — - I I I I DRAWINGS W/ I X CELLULAR P.V.C. TRIM, DRAWINGS W/ I X CELLULAR P.V.C. TRIM, I I I PAINTED PAI NTED ENGINEERED WOOD P05T5 - SEE I I i TR CT RAL DRAWINGS 5 U U NGS W/ 1 X CELLULAR I I I P.V.C. TRIM - SEE ARCHITECTURAL DETAILS ENGINEERED WOOD P05T5 - SEE STRUCTURAL DRAWINGS W/ I X CELLULAR I I TYPICAL EXTERIOR WALL COMPOSITE RAILING SYSTEM, I I P.V.C. TRIM - SEE ARCHITECTURAL DETAILS I CONSTRUCTION INSTALLED PER MANUFACTURER'S I INSTRUCTIONS I I COMPOSITE RAILING SYSTEM, I INSTALLED PER MANUFACTURER'S I I INSTRUCTIONS TAKE CARE WHEN PLACING BITUMINOUS TO - I PAVEMENT TO PREVENT DAMAGE TO I I GPVC I I DECKING AND TRIM BOARDS -PROVIDE TEMPORARY SEPARATION AS REQUIRED EXISTING CAP = 5/4 X G PVC COMPOSITE I I I I BITUMINUOUS CONCRETE STONE _ 5/4 X G PVC COMPOSITE DECKING W/ GROOVED I I = i I m DECKING W/ GROOVED EDGES AND CONCEALED _ _ _I —L WALKWAY SLOPED AT 1:20 DOWN I I EDGES AND CONCEALED O PARKING AREA OVER G" THICK I M ' FASTENING SYSTEM I I - 1 I) I FASTENING SYSTEM i ROCESSED GRAVEL BASE, EXISTING STONE RETAINING I I OMPACTED 95% WALL _ I I 2 I I = I A5.1 , CONCRETE PIER (BEYOND) Y SUPPORTED BY STONE WALL - SEE STRUCTURAL DRAWINGS Imo= _ FINISHED GRADE SEE CIVIL P.T. FRAMING - 5EE — - ( P.T. FRAMING SEE STRUCTURAL DRAWINGS I I= I I I = I __ DRAWINGS = - STRUCTURAL DRAWINGS P.T. FLOOR/ DECK FRAMING - 1:b I _ 7/7 SEE STRUCTURAL DRAWINGS G THICK COMPACTED=1 ((=III—i I I=I 1= I — � I=I I I I-1 CRUSHED STONE OVER 2 - _ _ I G" THICK COMPACTED LANDSCAPE FABRIC A5.0 I=III=1 I= I I=1 = I I I_I=I — II I = = - CRUSHED STONE OVER LANDSCAPE FABRI _� � �_� � �� � �� � � -:��� : �a° I I-=1 I 1=111= i l=1 I 1 11= 111=1 11= 11= . - - - , •- - — — — — I — — _ FT—III __! .e•.a°'. Ii _ II —I I— I 8 THICK CONCRETEII FRO5T WALL STAMP: V.j L.� 5 7V Z z ARCHITECTURAL ASPHALT ROOF J U 5 5HINGLE5 OVER 5YTHETIC z ~-� N UNDERLAYMENT m:� o O U Q ry ENGINEERED WOOD ROOF TRUSSES - Q LOU_ c co SEE STRUCTURAL DRAWINGS 0 °O LO4oo a I ' T.O. BEAM 24'-9 Q I I Q ENGINEERED WOOD PERIMETER BEAM - SEE -� STRUCTURAL DRAWINGS Q Ii U O � ENGINEERED WOOD P05T5 - SEE Q E D STRUCTURAL DRAWINGS W/ I X CELLULAR �' Q Q P.V.C. TRIM SEE ARCHITECTURAL DETAILS "�— �' C/) w TYPICAL EXTERIOR WALL CONSTRUCTION O Q Z I O I � � TOILET ROOM PLUMBING FIXTURES - SEE > Q INTERIOR ELEVATIONS AND PLUMBING Q F— Q DRAWINGS U 7 c I 5 A5.0 I I EX15TING CAP TITLE: STONE Firist Floor WALL SECTIONS I I• = I R 14'x- 2 1/4" -- 1. _ CONCRETE PIER (BEYOND) SUPPORTED BY STONE WALL - SEE - = STRUCTURAL DRAWINGS EXISTING -STONE RETAINING DATE. ISSUED: WALL 3/6/2017 REVISIONS: NO. DESCRIPTION DATE 24" CONCRETE FOOTING_ —II—I—II-°-'�'e�•�°a .e II—�I—III—_ -B.O.I FOOTING A 8'- 6" SECTION @ DECK EDGE/RETAINING WALL SECTION @ TOILET ROOMS �I � �� � II � II N 3/4 = 1 _ Q 3/4 = 1 _0 4 SECTION DECK / FROST WALL 3 I� 15 3/4 = 1 _ Q , a 7t DRAWN BY: Author SCALE: 3/4" = 1 1-011 DRAWING NO.: W N 0 N Q N O 66 LU O co° a c U o� U � �7 M z U V.j L.� 5 7V Z z ARCHITECTURAL ASPHALT ROOF J U 5 5HINGLE5 OVER 5YTHETIC z ~-� N UNDERLAYMENT m:� o O U Q ry ENGINEERED WOOD ROOF TRUSSES - Q LOU_ c co SEE STRUCTURAL DRAWINGS 0 °O LO4oo a I ' T.O. BEAM 24'-9 Q I I Q ENGINEERED WOOD PERIMETER BEAM - SEE -� STRUCTURAL DRAWINGS Q Ii U O � ENGINEERED WOOD P05T5 - SEE Q E D STRUCTURAL DRAWINGS W/ I X CELLULAR �' Q Q P.V.C. TRIM SEE ARCHITECTURAL DETAILS "�— �' C/) w TYPICAL EXTERIOR WALL CONSTRUCTION O Q Z I O I � � TOILET ROOM PLUMBING FIXTURES - SEE > Q INTERIOR ELEVATIONS AND PLUMBING Q F— Q DRAWINGS U 7 c I 5 A5.0 I I EX15TING CAP TITLE: STONE Firist Floor WALL SECTIONS I I• = I R 14'x- 2 1/4" -- 1. _ CONCRETE PIER (BEYOND) SUPPORTED BY STONE WALL - SEE - = STRUCTURAL DRAWINGS EXISTING -STONE RETAINING DATE. ISSUED: WALL 3/6/2017 REVISIONS: NO. DESCRIPTION DATE 24" CONCRETE FOOTING_ —II—I—II-°-'�'e�•�°a .e II—�I—III—_ -B.O.I FOOTING A 8'- 6" SECTION @ DECK EDGE/RETAINING WALL SECTION @ TOILET ROOMS �I � �� � II � II N 3/4 = 1 _ Q 3/4 = 1 _0 4 SECTION DECK / FROST WALL 3 I� 15 3/4 = 1 _ Q , a 7t DRAWN BY: Author SCALE: 3/4" = 1 1-011 DRAWING NO.: E COMPOSITE POST CAP, INSTALLED PER COMPOSITE RAIL BEYOND MANUFACTURER'S INSTRUCTIONS ' I COMPOSITE TOP RAIL WITH ALUMINUM --- REINFORCEMENT CHANNEL, INSTALLED PEP, MANUFACTURER'S INSTRUCTIONS 5 1/2" X 5 1/2" COMPOSITE P05T I I III j I�I SLEEVE, INSTALLED PER I, MANUFACTURER'S INSTRUCTIONS II OVER 4 X 4 P.T. P05T ' I - " I 114" SQUARE COMPOSITE BALUSTERS INSTALLED AT 5" O.C. PER MANUFACTURER'S INSTRUCTIONS I I ;i III II `n , I ' i '; I I IIS COMP051TE BOTTOM RAIL W/ REINFORCING RAIL, INSTALLED PER MANUFACTURER'S INSTRUCTIONS r RAILING MANUFACTURER'S STANDARD P05T SKIRT, � I j1 TYPICAL AT ALL POSTS 5/4 X 6 PVC COMPOSITE DECKING W/ GROOVED EDGES AND CONCEALED FASTENING SYSTEM $ rh First Floor 15'-4" 3/4" 2 X 10 P.T. BLOCKING, THRU BOLTED W/ 1/2" GALV. I X 12 CELLULAR P.V.C. BOLTS BETWEEN EACH APRON, PAINTED OVER J015T BAY W/ POSTS 2 X P.T. RIM J015T — JIF P.T. J015T FRAMING - SEE X CELLULAR P.V.C. STRUCTURAL DRAWINGS SOFFIT, CUT TO DECK EDGE RADIUS AND PAINTED GALV. HURRICANE CLIPS AT EACH DECK J015T X 6 CELLULAR P.V.C. TOP TRIM, PAINTED e e P.T. DROP BEAM SEE STRUCTURAL DRAWINGS W/ P.T. BLOCKING LINE OF I X 6 CELLULAR P.V.C. GALV P05T CAP - SEE CORNER TRIM BEYOND AT LATTICE STRUCTURAL DRAWINGS ANGLE CHANGES P.T. DECK SUPPORT P05T5 - SEE MAHOGANY LATTICE, FASTENED STRUCTURAL DRAWINGS TO STUD WALL/ BLOCKING W/ 5TAINLE55 STEEL NAILS ( KICKER BRACES, THRU BOLTED - SEE STRUCTURAL DRAWINGS 2 X 4 P.T. LATTICE SUPPORT WALL W/ P.T. STUDS AT I G" O.C. AND BLOCKING BETWEEN STUDS AT I G" O.C. N I 12" DIAM. CONCRETE PIER W/ 28" FOOTING - SEE STRUCTURAL DRAWINGS X 12 CELLULAR P.V.C. BASE TRIM, PAINTED OVER P.T. rh LOWER LEVEL BLOCKING AS REQUIRED ;� SECTION @DECK, GUARD RAIL &LATTICE PANEL 1 1/211 _ 1 1_011 a � E m q v M LAMINATED ARCH ITECTU RAL ASPHALT SHINGLE ROOFING OVER 5YTHETIC ROOF UNDERLAYMENT 5/8" 05D ROOF SHEATHING OVER ROOF FRAMING - SEE 5TRUCT -\ DRAWINGS PRE FIN15HED ALUMINUM DRIP EDGE W/ G" MIN. FLANGE T.O.P. Cu ola -332'-8" -I X 4 CELLULAR P.V.C. FA5CIA, PAINTED OVER 2 X 5UB-FA5CIA * I X G SOFFIT G" CELLULAR P.V.C. CROWN MOLDING, PAINTED OVER 2 X BLOCKING X G CELLULAR P.V.C. WINDOW CA51NG, PAINTED VINYL IMPACT RATED WINDOW - 5EE WINDOW 5CHEDULE AND DETAILS HISTORIC CELLULAR P.V.C. 51LL, PAINTED W/ PREFINI5HED CEDAR 5HINGLE 51DING BELOW 4 LB. LEAD SHEET FLASHING W/ G" VERTICAL LEG AND G" LEG ONTO ROOF SURFACE LAMINATED ARCHITECTURAL ASPHALT SHINGLE ROOFING OVER SYfHETICP\OOF UNDERLAYMENT 5/8" 05B ROOF SHEATHING OVER ROOF FRAMING - SEE 5TRUCT DRAWINGS SECTION THROUGH 2 1 1/211 11-011 GALVANIZED - - - HURRICANE TIES - SEE 5TRUCT DWG5 5/8" X 4" CELLULAR PVC T*G V -GROOVE CEILING, PAINTED, ON 1/2" SHEATHING WINDOW HEADER - SEE STRUCTURAL DWG5 I X 3 CELLULAR P.V.C. WINDOW CA51NG AND EXTEN51ON JAMB5, PAINTED CUPOLA WALLS: WOOD FRAMED WALLS W/ 2X45TUD5AT 1G"O.C. W/ 1/2" SHEATHING rl ENGINEERED WOOD BEAM - 5EE STRUCTURAL DRAWINGS I X 3 CELLULAR P.V.C. TRIM, MITERED AT ANGLE CHANGE t PAINTED 5/8 X 4 CELLULAR PVC TSG V -GROOVE CEILING, PAINTED, ON 112" CDX PLYWD SUBSTRATE CUPOLA 5/8" 055 ROOF SHEATHING OVER ROOF 2.1 FRAMING - SEE 5TRUCT DRAWINGS LAMINATED ARCHITECTURAL ASPHALT 5" SHINGLE ROOFING OVER SYNTHETIC 53/411 ROOF UNDERLAYMENT PREFIN15HED ALUMINUM DRIP EDGE STAMP: W/ 6" MIN. FLANGE W N C) N rh T.O.P. Cupola _ — _ _ Q 4� z co O 32'-8" < a 1 X 4 CELLULAR P.V.C. 66 Lu � _ co L FASCIA, PAINTED OVER 2 X �_ - 5/8" X 4" CELLULAR PVC T*G 0 � O CL U -FASCIA � I X 50PFIT S B 6 V - GROOVE V GROOVE GELLING, PAINTED, — U J G" CELLULAR P.V.C. CROWN ON 1/2" SHEATHING O MOLDING, PAINTED OVER 2 X a BLOCKING WINDOW HEADER - SEE Z STRUCTURAL DRAWINGS W LL I X 6 CELLULAR P.V.C. I I X 3 CELLULAR P.V.C. F -- WINDOW CASING, PAINTED c\ WINDOW CASING AND t_n U _ EXTENSION JAMB5, PAINTED QS Z - = I c HISTORIC CELLULAR P.V.C. SILL, z H PAINTED W/ PREFIN15HED CEDAR VINYL IMPACT RATED J U 5HINGLE-51DING BELOW WINDOW - SEE WINDOW Z L1J H Q U-) 1`11 SCHEDULE AND DETAILS 77o MAIN ROOF RIDGE BEYOND 0 � ry w ALUMINUM STEP FLASHING I CUPOLA WALLS: o � O O 0- N c o 'o OVER 18" WIDE SELF -WOOD FRAMED WALLS W/ 2 X r o J O o6 ADHESIVE MEMBRANE _ _ 4 STUDS AT I G" O.C. W/ 1/2" o E �1- o FLASHING, TURNED UP I SHEATHING o o Q = CUPOLA – -- Li 5/8" X 4" CELLULAR PVC T*G zz V -GROOVE CEILING X < 7 GIRDER TRU55 - SEE ---- - -- STRUCTURAL DRAWINGS T11 I O 1 X4 WOOD STRAPPING @ SLOPED CEILING WITH O I G" O.C. FASTENED TO o 5/8" X 4" CELLULAR PVC BOTTOM TRU55 CHORDS T*G V -GROOVE FINISH O --�� (BEYOND) 0 — T.O. BEAM U E 24'-9" 5/8" X 4" CELLULAR PVC TtG 6 GAUGE COIL STRAPS AT4' L O O V -GROOVE CEILING, PAINTED, p O.C. - NAIL TO FALSE BEAM AND ROOF TRUSSES ON 112" CDX PLYWOOD SUBSTRATE - I x 12 CELLULAR P.V.C. TRIM EA. c: O W I SIDE, PAINTED 0 /11 FALSE BEAM: 2 X 4 STUDS AT I G" O.C. W/ TOP * BOTTOM PLATES -�--- FASTEN TO TRUSSES W/ STRUCTURAL .� C SCREWS AT 12" O.C. I X4 CELLULAR PVC TRIM, PAINTED O O ~ ^, W U SECTION THROUGH CUPOLA/SLOPED CEILING m 311 �- 1 1/2 - 1 1 011 ,* r— TITLE: WALL SECTIONS & DETAILS DATE ISSUED: 3/6/2017 REVISIONS: NO. DESCRIPTION DATE DRAWN BY: Author SCALE: 1 1/211 = 1 1_011 DRAWING NO.: A4,1 a co 1 II _ �I 4 II I II 1 1/2 — 1 —0 1 1/2 = 1 —0 TAKE CARE WHEN PLACING BITUMINOUS TYPICAL EXTERIOR WALL I PREFINI5HED ALUMINUM CAP FLASHING CONSTRUCTION OVER CELLULAR PVC WATER TABLE AND 2" X ! 2" P IT A PAVEMENT TO PREVENT DAMAGE TO P.V.C. I I X 12 APRON, PAINTED 5 5 COM OS E POST / / DECKING AND TRIM BOARDS -PROVIDE FINISH FLOORING (SEE ROOM 5/4 X 6 PVC COMPOSITE SLEEVE OVER 4 X 4 P.T. POST W/ I I TEMPORARY SEPARATION AS REQUIRED FINISH 5CHED) OVER 1/2" A -C DECKING W/ GROOVED METAL SURFACE MOUNT BRACKET PLYWOOD UNDERLAYMENT I $_ EDGES AND CONCEALED Sim = aa_ a FASTENING SYSTEM III III BITUMINUOU5 CONCRETE WALKWAY I 3 ° 3/4 ENGINEERED WOOD SLOPED AT 1:20 DOWN TO PARKING a 5/4 X 6 PVC COMPOSITEIII III DECKING W/ GROOVED EDGES III III AREA OVER G" THICK PROCESSED GRAVEL SUB -FLOOR OVER P.T. _ — _ _ _ EX15TING CAP III III BASE, COMPACTED 95% FLOOR JOIST -SEE STONE AND CONCEALED FASTENING IIS I III 5TRUCTUIRAL DRAWINGS SYSTEM III III L JJ FirstFloor - _ _ First Floor 15' - 4" EXISTING STONE RETAINING WALL T.O. PIER A T.O. PIER - 4 1 2 1 /4 I _ � - 14-21/ 4 P.T. FRAMING ON GALV. — — - JOIST HANGER AND LEDGER I X 10 CELLULAR P.V.C. SEE STRUCTURAL DRAWINGSAPRON, PAINTED OVER CONCRETE PIER (BEYOND) —I I— I I— CONTINUOUS (2) 2 X 4 P.T. SUPPORTED BY STONE WALL -SEE - - a �: —) "I II —BLOCKING _ CONCRETE FROST WALL -SEE a _ STRUCTURAL DRAWINGS - - STRUCTURAL DRAWINGS 2 (— DETAIL DECK EDGE DETAIL DECK EDGE & RETAINING WALL I� I II 5 II � II 1 1 /2 = 1 - 0 1 1 /2 = 1 —0 4 5 9 1 /411 !il I 9 1/411 ENGINEERED WOOD PC SEE STRUCTURAL DRAT I X CELLULAR P.V.C. TF DATE ISSUED: 3/6/2017 REVISIONS: NO. DESCRIPTION DATE PERIMETER BEAM - SEE PAINTED, OVER 3/8" 5 DRAWN BY: Author SCALE: As indicated DRAWING NO.: STRUCTURAL DRAWINGS STRUCTURAL DRAWINGS 6�� 61/2„ I� - 2 ” FACE OF BEAM TO END � OF TRU55 TAIL ARCHITECTURAL ASPHALT ROOF I FACE OF BEAM TO ARCHITECTURAL ASPHALT ROOF ENGINEERED WOOD ROOF SHINGLES OVER SYNTHETIC I END OF TRU55 TAIL SHINGLES OVER SYNTHETIC TRUSSES - SEE STRUCTURAL UNDERLAYMENT UNDERLAYMENIT DRAWINGS 51DING PER ELEVATION LINE E OF WATER TABLE 2X8 OUTRIGGERS ATTACHED 2X8 OUTRIGGERS ATTACHED TO 51DE OF TRUSS TAILS TO 51DE OF TRUSS TAILS GALVANIZED STEEL ` _ T.O. BEAM PLYWOOD AND I X FURRING �`, T.O. BEAM HURRICANE cups -SEE _ _ _ _ _ _ _ STRUCTURAL DWG5 DOOR CASING, PAINTS 241- 9" 2 X 8 CEILING `• 24' - 9" g PREFINI5HED FRAMING AT 16 O.C. IX3 FURRING STRIPS FASTENED ALUMINUM DRIP EDGE �� L _ _ PREFIN15HED ALUMINUM DRIP TO UNDERSIDE OF TRUSS Co W/ MIN. G" FLANGE FRAME PAINTED m EDGE W/ MIN. G" FLANGE `� CIO BOTTOM CHORD 5/8 X 4 CELLULAR PVC T*V- - GROOVE CEILING, PAINTED ON 3/8" CDX PLYWD SUBSTRATE S – HED K -STYLE ALUMINUM — –� ROOF 23 - 1 O GUTTER W1 HEAVY GAUGE ALUMINUM GUTTER W�HEAVY GAUGE ALUMINUM I X 12 CELLULAR PVC TRIM, PAINTED SPACERS AT 32" O.C. I SPACERS AT 32" O.C. OVER 3/8 PLYWD, EA. SIDE OF BEAM I I 1/2" GWB CEILING, I X8 CELLULAR PVC FASCIA BOARD, PAINTED OVER I X 3 I XS CELLULAR PVC FASCIA BOARD, 2 X CONTINUOUS BLOCKING W/ _ I PAINTED OVER 2X8 SUB FASCIA STRAPPING AT I G" O.C. I i PAINTED OVER 2X8 SUB FASCIA RIPPED TO DEPTH AS RE OD ' 1/2" SPACER FASTENED TO BEAM I I RIPPED TO DEPTH A S REQ'D i 9 11411I IXG CELLULAR PVC SOFFIT, PAINTED IXG CELLULAR IPVC SOFFIT, PAINTED I ( I X 4 CELLULAR P.V.C. I X CELLULAR PVC TRIM, PAINTED I 5/8 X 4 CELLULAR PVC TSG FRIEZE BOARD, PAINTED - i T I 5/8" X 4" CELLULAR PVC V -GROOVE SOFFI' On 3/8" PLYWOOD SUBSTRATE I I V -GROOVE SOFFIT, PAINTED, ON ( PAINTED, ON 1/2 CDX POWD SUBSTRATE I I/2" CDX PLYWD SUBSTRATE i I X 8 CELLULAR P.V.C. TRIM, PAINTED OVER TYPICAL EXTERIOR I 3/8" PLYWOOD AND PERIMETER BEAM -SEE ENGINEERED WOOD POSTS -SEE LIGHT FIXTURE - SEE ELECTRICAL WALL CONSTRUCTION I STRUCTURAL DRAWINGS DRAWINGS � STRUCTURAL DRAWINGS W/ I X CELLULAR I I STRUCTURAL POST W/ CELLULAR P.V.C. TRIM BEYOND.- P.V.C. TRIM, PAINTED I I KICKER BRACKET (BEYOND) - SEE SEE STRUCTURAL DWG5 AND ARCHITECTURAL DETAILS STRUCTURAL DRAWINGS W/ I X CELLULAR I P.V.C. TRIM, PAINTED —TYPICAL EA\/E DETAIL PAVE DETAIL BEAM OILET RM WALL�I 1 II _ �I 4 II I II 1 1/2 — 1 —0 1 1/2 = 1 —0 TAKE CARE WHEN PLACING BITUMINOUS TYPICAL EXTERIOR WALL I PREFINI5HED ALUMINUM CAP FLASHING CONSTRUCTION OVER CELLULAR PVC WATER TABLE AND 2" X ! 2" P IT A PAVEMENT TO PREVENT DAMAGE TO P.V.C. I I X 12 APRON, PAINTED 5 5 COM OS E POST / / DECKING AND TRIM BOARDS -PROVIDE FINISH FLOORING (SEE ROOM 5/4 X 6 PVC COMPOSITE SLEEVE OVER 4 X 4 P.T. POST W/ I I TEMPORARY SEPARATION AS REQUIRED FINISH 5CHED) OVER 1/2" A -C DECKING W/ GROOVED METAL SURFACE MOUNT BRACKET PLYWOOD UNDERLAYMENT I $_ EDGES AND CONCEALED Sim = aa_ a FASTENING SYSTEM III III BITUMINUOU5 CONCRETE WALKWAY I 3 ° 3/4 ENGINEERED WOOD SLOPED AT 1:20 DOWN TO PARKING a 5/4 X 6 PVC COMPOSITEIII III DECKING W/ GROOVED EDGES III III AREA OVER G" THICK PROCESSED GRAVEL SUB -FLOOR OVER P.T. _ — _ _ _ EX15TING CAP III III BASE, COMPACTED 95% FLOOR JOIST -SEE STONE AND CONCEALED FASTENING IIS I III 5TRUCTUIRAL DRAWINGS SYSTEM III III L JJ FirstFloor - _ _ First Floor 15' - 4" EXISTING STONE RETAINING WALL T.O. PIER A T.O. PIER - 4 1 2 1 /4 I _ � - 14-21/ 4 P.T. FRAMING ON GALV. — — - JOIST HANGER AND LEDGER I X 10 CELLULAR P.V.C. SEE STRUCTURAL DRAWINGSAPRON, PAINTED OVER CONCRETE PIER (BEYOND) —I I— I I— CONTINUOUS (2) 2 X 4 P.T. SUPPORTED BY STONE WALL -SEE - - a �: —) "I II —BLOCKING _ CONCRETE FROST WALL -SEE a _ STRUCTURAL DRAWINGS - - STRUCTURAL DRAWINGS 2 (— DETAIL DECK EDGE DETAIL DECK EDGE & RETAINING WALL I� I II 5 II � II 1 1 /2 = 1 - 0 1 1 /2 = 1 —0 4 5 9 1 /411 !il I 9 1/411 ENGINEERED WOOD PC SEE STRUCTURAL DRAT I X CELLULAR P.V.C. TF FIBERGLASS - SEE DO( SCHEDULE FINISH DETAIL X POST � 6 6 OS FINISH DETAIL @ COLUMN .LB 3 I� I II 6 II I 11 = 1 —O 3 = 1 -0 OYPICAL (2) LOCATIONS TABLE IOR WALL -r N Ev Cc ,AED INTERIOR -ED I X4 WOOD STRAPPING @ I G" O.C. FASTENED TO BOTTOM TRU55 CHORDS rh T.O. BEAM -24'- 9" I X4 CELLULAR PVC T*G V -GROOVE CEILING, PAINTED ON 1/2" FALSE BEAM: 2 X G STUDS AT - I G" O.C. W/ TOP t BOTTOM PLATES - FASTEN TO TRUSSES W/ STRUCTURAL SCREWS AT 1 G" O.C. 5TRUCT P05T BEYOND W/ —� I X P.V.C. TRIM WRAP, PAINTED - SEE FINISH DETAILS @ POSTS Q FINISH JEERED WOOD P05T - iTRUCTURAL DRAWINGS . :LLULAR P.V.C. TRIM, ED, OVER 3/8" DOD FURRNG 7 FINISH DETAIL @ COLUMN C 311 = 1 1-011 (TYPICAL (2) LOCATIONS 2 G 1/2" PRE -FABRICATED ENGINEER WOOD ROOF TRUSSES - REFER TO STRUCTURAL DWG5 AND TRUSS SHOP DWG5 FOR LAYOUT el CONT. SEALANT @JOINT EA. SIDE I x 12 CELLULAR P.V.G. TRIM EA. SIDE, PAINTED 5/8" CDX PLYWOOD OVER 112" SHEATHING 11 I I i I I X CELLULAR PVC TRIM, PAINTED I 9 114" DETAIL @ DROPPED BEAM \--�/ 311 I 1-ull STAMP: 1 TITLE: ARCHITECTURAL DETAILS ENGINEERED WOOD P05T - SEE STRUCTURAL DRAWINGS _ I X CELLULAR P.V.C. P05T TRIM, PAINTED OVER 3/8" PLYWOOD FURRING DATE ISSUED: 3/6/2017 REVISIONS: NO. DESCRIPTION DATE P.T. P05T - SEE PAINTED, OVER 3/8" DRAWN BY: Author SCALE: As indicated DRAWING NO.: STRUCTURAL DRAWINGS PLYWOOD FURRING � I 51DING PER ELEVATION LINE E OF WATER TABLE TRIM BELOW I X CELLULAR P.V.C. POST TRIM, PAINTED OVER 3/8" PLYWOOD AND I X FURRING 5/4 X 5 CELLULAR P.V. DOOR CASING, PAINTS g WOOD / COMPOSITE FRAME PAINTED FIBERGLASS - SEE DO( SCHEDULE FINISH DETAIL X POST � 6 6 OS FINISH DETAIL @ COLUMN .LB 3 I� I II 6 II I 11 = 1 —O 3 = 1 -0 OYPICAL (2) LOCATIONS TABLE IOR WALL -r N Ev Cc ,AED INTERIOR -ED I X4 WOOD STRAPPING @ I G" O.C. FASTENED TO BOTTOM TRU55 CHORDS rh T.O. BEAM -24'- 9" I X4 CELLULAR PVC T*G V -GROOVE CEILING, PAINTED ON 1/2" FALSE BEAM: 2 X G STUDS AT - I G" O.C. W/ TOP t BOTTOM PLATES - FASTEN TO TRUSSES W/ STRUCTURAL SCREWS AT 1 G" O.C. 5TRUCT P05T BEYOND W/ —� I X P.V.C. TRIM WRAP, PAINTED - SEE FINISH DETAILS @ POSTS Q FINISH JEERED WOOD P05T - iTRUCTURAL DRAWINGS . :LLULAR P.V.C. TRIM, ED, OVER 3/8" DOD FURRNG 7 FINISH DETAIL @ COLUMN C 311 = 1 1-011 (TYPICAL (2) LOCATIONS 2 G 1/2" PRE -FABRICATED ENGINEER WOOD ROOF TRUSSES - REFER TO STRUCTURAL DWG5 AND TRUSS SHOP DWG5 FOR LAYOUT el CONT. SEALANT @JOINT EA. SIDE I x 12 CELLULAR P.V.G. TRIM EA. SIDE, PAINTED 5/8" CDX PLYWOOD OVER 112" SHEATHING 11 I I i I I X CELLULAR PVC TRIM, PAINTED I 9 114" DETAIL @ DROPPED BEAM \--�/ 311 I 1-ull STAMP: 1 TITLE: ARCHITECTURAL DETAILS ENGINEERED WOOD P05T - SEE STRUCTURAL DRAWINGS _ I X CELLULAR P.V.C. P05T TRIM, PAINTED OVER 3/8" PLYWOOD FURRING DATE ISSUED: 3/6/2017 REVISIONS: NO. DESCRIPTION DATE DRAWN BY: Author SCALE: As indicated DRAWING NO.: n FINISH DETAIL @TYPICAL POST A5,0 311 = 1 1-011 k1 ROOF TRUSS - REFER TO STRUCTURAL DWGS AND TRU55 SHOP DWGS FOR LAYOUT I X4 CELLULAR PVC T* V -GROOVE CEILING, PAINTED, ON 1/2" CDX PLYWOOD SUBSTRATE I X3 FURRING FASTENED TO UNDERSIDE OF BOTTOM TRU55 CHORD AND BLOCKING AS REQUIRED I X CELLULAR PVC TRIM, PAINTED, OVER 5/8" PLYWD CONTINUOUS 2 X G BLOCKING I X4 CELLULAR PVC TRIM PAINTED OVER I X BLOCKING El _ T.O._BEAM 24'-9" �- 2 X 8 CEILING JOISTS AT I G" O.C. - - F - -m 1/2" G.W.B. PAINTED ON I X 3 STRAPPING AT I G" O.C. i TYPICAL EXTERIOR WALL CONSTRUCTION DETAIL A FALSE BEAM / TOILET ROOM WALL l1/2 1� _ 1 1.011 T 4 PRE -FINISHED ALUMINUM CAP FLASHING OVER CELLULAR TYPICAL EXTERIOR WALL P.V,C. WATER TABLE, PAINTED CONSTRUCTION X 12 CELLULAR P.V.C. APRON, PAINTED RESINOUS FLOORING W/ - - INTEGRAL 4" H. COVE BASE 3 OVER 112" A -C PLYWOOD A5. I AND 3/4" SUB -FLOOR First_Floor I ' �J 15'- 4" — — 1/2" A -C PLYWOOD UNDERLAYMENT OVER 3/4" ENGINEERED WOOD SUB - FLOOR GLUED AND NAILED P.T. FRAMING AT FLOOR/ DECK - SEE STRUCTURAL DRAWINGS DETAIL BASE OF WALLMATERTABLE W CELLULAR P.V.C. WAT AND I X 12 APRON, I AT BASE OF WALL5 TYPICAL EXTERIOR WA CONSTRUCTION COMPOSITE DECKING CONTINUOUS PREFINI .032" ALUMINUM FLA, DRIP EDGE CONTINUOUS SELF -A[ MEMBRANE FLASHING DASHED) - TURN UP A MIN. P.T. FRAMING - SEE STRUCTURAL DRAWIN, P.T. BLOCKING TYPICAL FLASHING @BASE OF TOILET R w� 611 1 1_011 CELLULAR P.V.C. WATER TABLE AND I X 12 APRON, PAINTED AT BA5E OF WALLS STRUCTURAL P05T BEYOND W/ I X CELLULAR P.V.C. TRIM WRAP, PAINTED - WRAP BOTTOM 8" OF STRUCTURAL POST W/ SELF -ADHERING MEMBRANE FLASHING PLANE DOWN UNDERSIDE OF PERIMETER COMPOSITE DECK BOARDS OVER PLATE @ T.O. FR05T WALL TO PROVIDE DRAINAGE PLANE BELOW COMPOSITE SHIMS SPACED @ 12" O.C. TO CREATE DRAINAGE SLOTS OOM WALL UUN I INuuuS rrEriNI�rICU W N 'o N Q .032" ALUMINUM FLASHING W/ ~ N tTO 6 Uj r _ DRIP EDGE No= iL CONTINUOUS SELF -ADHERING U oa z MEMBRANE FLASHING C 01 W (5HOWN DASHED) - TURN UP C/) `�.a AT WALL 8" MIN. .ted-• _ Z t�— d ° ••-n-. a.a Q a W Z 1_ LU r' Nr N g a O r <„ w o 2 N m Q I X 12 CELLULAR P.V.C. CL � CO od, B O 8 O N c0 o� 0 2 APRON OVER I X 4 P.T. D r] (y)= o } BLOCKING :%d ad .. '•d 4 a a d C O d °d ed -, _ �.e - -}.- a) � o U E E p 4.-- �.. O d a - O C a) a a e e d ICAL EXTERIOR W LL c d m .•q.^' - r- TITLE: ARCHITECTURAL DETAILS d =8 �.a ' �•.` CONCRETE FOUNDATION - `-a " _ �.: SEE STRUCTURAL DRAWINGS A : a '. .a a: • a FLASHING 9 T.O. FROST WALL 4 l 1/2 11.011 611 1 l_0 1� 5t Floor 15'- 4" CELLULAR P.V.C. WATER T, APRON, PAINTED AT BASE TYPICAL EXTERIOR WALL CONSTRUCTION PLANE DOWN UNDERSIDE i COMPOSITE DECK BOARD FROST WALL TO PROVIDE BELOW COMPOSITE SHIMS SPACE 12" O.C. TO CREATE DRAII SLOTS CONTINUOUS PREFINI5HEL .032" ALUMINUM FLA5HIN1 W/ DRIP EDGE I X 12 CELLULAR P.V.C. APRON, PAINTED CONTINUOUS P.T. 2 X BLC (r0 MATCH J015T SIZE) O\ FLUSH BEAM - SEE 5TRUC DRAWINGS MAHOGANY LATTICE PANEL NATURAL FINISH OVER 2 ) P.T. FRAMING NOTE: AT ALL PREFINI5HED ALUMINUM FLA5HING5 LOCATED UNDER DECKING, OVERLAP FLA5HING SECTIONS 3" MIN. AND 5ET IN A CONTINUOUS HEAVY BEAD OF I -PART POLYURETHANE 5EALANT FLASHING @ T.O, FLU H BEAM 5 11 i 6 = 1 1-011 DATE ISSUED: 3/6/2017 REVISIONS: NO. DESCRIPTION DATE DRAWN BY: Author SCALE: As indicated DRAWING NO.: A5. W N 'o N Q ~ N tTO 6 Uj r _ cc o:) No= iL U oa z C 01 W C/) Z)z m - Z t�— W Z 1_ LU r' Nr N O r <„ w o 2 N m Q R�I C/) CL � CO O 8 O N c0 o� 0 2 o 'n D r] (y)= o } Q- C O J i -}.- a) � o U E E p 4.-- �.. O O C a) ICAL EXTERIOR W LL \15TRUCTION m r- TITLE: ARCHITECTURAL DETAILS DATE ISSUED: 3/6/2017 REVISIONS: NO. DESCRIPTION DATE DRAWN BY: Author SCALE: As indicated DRAWING NO.: A5. SINK W/ ACCESSIBLE FAUC SEE PLUMBING DRAWINGS PIPE ARRANGEMENT AND UNDER SINK PROTECTION PER A.A.B. REQUIREMENT RESINOUS FLOORING W/ INTEGRAL 4" H. COVE BAST PROVIDE BLOCKING BETWEEN STUDS AT ALL WALL MOUNTED EQUIPMENT TOILET ROOM 1/211 = 1'-011 VIDE BLOCKING BETWEEN )S AT ALL WALL MOUNTED PMENT 0 TOILET W/ ACCE5515LE FLUSH VALVE - SEE PLUMBING DRAWINGS ELEVATION A TOILET ROOM EL WINDOW W/ MANUFACTURED 3/4" X 3-1/2" INTERIOR CASING, PAINTED - SEE WINDOW SCHEDULE AND DETAILS PROVIDE R.O. FOR RECESSED PROVIDE BLOCKING BETWEEN STUDS AT ALL WALL MOUNTED EQUIPMENT RESINOUS FLOORING W/ INTEGRAL 4" H. COVE BASE EVATI O N B HAND DRYER. REFER TO MFGS CUT SHEET FOR DETS f I SINK W/ ACCESSIBLE FAUCET - SEE PLUMBING DRAWINGS LIE RESINOUS FLOORING W/ INTEGRAL 4" H. COVE BASE PIPE ARRANGEMENT AND UNDER SINK PROTECTION PER A.A.B. TOILET ROOM ELEVATION C PRE -STAINED R � R WHITE CEDAR SHINGLE SIDING AT 5" T.W. 5/4 X 5 CELLULAR P.V.C. HEAD CASING, PAINTED FIBERGLASS DOORS - SEE DOOR SCHEDULE I X 5 CELLULAR P.V.C. CASING, PAINTED BATHROOM DOOR LOCK TOILET ROOM ELEVATION D II I II 1 /2 = 1 -0 I I HI PREFINISHED ALUMINUM CAPFLA5 NG OVER DOOR CASING, TYPICAL T.O. BEAM EXTERIOR WALL ELEVATION 1/211 _ 1 1_011 071110m,"44 ENGINEERED WOOD POSTS - SEE 5TRUCT DWG5 W/ I X CELLULAR P.V.C. TRIM - SEE ARCHITECTURAL DETAILS PREFINI5HED ALUMINUM CAP FLASHING OVER CELLULAR PVC WATER TABLE AND I X 12 APRON, PAINTED NEWNLIN HAI FE E EE C K NC - 5 ARCHITECTURAL 51TE PLAN - EXTEND TOI AND CONNECT TO POST TRIM WITH FLANGE COMPOSITE RAILING SYSTEM AT EDGE OF DECK- SEE ARCHITECTURAL DETAILS st_Floor __ � 15' - TOILET ACCESSORY SCHEDULE MOUNT AT 24" AFF TO CENTER OF ROLL ALIGN m O r- O _ (y) N N m � TA -I TA -2 TA -3 TA -4 TA -5 TA -6 TA -7 TA -8 TWIN SURFACE NOT USED SURFACE MIRROR W/ SURFACE 1-1 /2" DIAM. X 3'-G" RECESSED TOILET MOUNTED MOUNTED STAINLESS MOUNTED GRAB BARS W/ ELECTRIC PAPER SANITARY SOAP STEEL EDGE DOUBLE ROBE ROUGHENED HAND DRYER DISPENSER NAPKIN DISPENSER HOOK TEXTURE W/ ADA DISPOSAL RECESSED KIT NOTE: REFER TO SPECIFICATION SECTION 10810 FOR ALL MANUFACTURER'S AND MODEL NUMBERS OF ALL TOILET ACCESSORIES FACE OF STUD W/ CENTERLINE A7.0 g (5) 12" X 42" SI- STDS AND BR, FINI5HED FLOOR LEVEL 1/211 —" 1'-011 STAMP: UoO Lv LU W N 0 10 o C `n } °_- co H N --zT Q O NU uu W LU C6LU � 0 E O co° U o� LFir U 0 D L 0 0 z 01 0 W 0 Lj— 5 en 10 C) U O U ,�� O .11 m CO z co U TITLE: _ o � LU `, 3 w tz 10 N U OQ N o uj m Q c c M N EXTERIOR WALL ELEVATION 1/211 _ 1 1_011 071110m,"44 ENGINEERED WOOD POSTS - SEE 5TRUCT DWG5 W/ I X CELLULAR P.V.C. TRIM - SEE ARCHITECTURAL DETAILS PREFINI5HED ALUMINUM CAP FLASHING OVER CELLULAR PVC WATER TABLE AND I X 12 APRON, PAINTED NEWNLIN HAI FE E EE C K NC - 5 ARCHITECTURAL 51TE PLAN - EXTEND TOI AND CONNECT TO POST TRIM WITH FLANGE COMPOSITE RAILING SYSTEM AT EDGE OF DECK- SEE ARCHITECTURAL DETAILS st_Floor __ � 15' - TOILET ACCESSORY SCHEDULE MOUNT AT 24" AFF TO CENTER OF ROLL ALIGN m O r- O _ (y) N N m � TA -I TA -2 TA -3 TA -4 TA -5 TA -6 TA -7 TA -8 TWIN SURFACE NOT USED SURFACE MIRROR W/ SURFACE 1-1 /2" DIAM. X 3'-G" RECESSED TOILET MOUNTED MOUNTED STAINLESS MOUNTED GRAB BARS W/ ELECTRIC PAPER SANITARY SOAP STEEL EDGE DOUBLE ROBE ROUGHENED HAND DRYER DISPENSER NAPKIN DISPENSER HOOK TEXTURE W/ ADA DISPOSAL RECESSED KIT NOTE: REFER TO SPECIFICATION SECTION 10810 FOR ALL MANUFACTURER'S AND MODEL NUMBERS OF ALL TOILET ACCESSORIES FACE OF STUD W/ CENTERLINE A7.0 g (5) 12" X 42" SI- STDS AND BR, FINI5HED FLOOR LEVEL 1/211 —" 1'-011 STAMP: UoO Lv LU W N 0 10 o C `n } °_- co H N --zT Q O NU uu W LU C6LU � 0 E O co° U o� 0 U 0 D L 0 0 z 01 0 W 0 Lj— 5 en 10 C) U Z U � .11 m z co U TITLE: Z LLJ_ o � LU `, 3 w tz 10 N U OQ N uj m Q c c M N AND PARTIAL PLANS DATE ISSUED: 3/6/2017 REVISIONS: NO. DESCRIPTION DATE DRAWN BY: Author SCALE: As indicated DRAWING NO.: A7,0 ��0 0 o o O (y) o 10 o C `n } °_- Q 0 E W 0 D L 0 0 -�— ,-Cn 0 W 0 5 en 10 0 U � .11 m co TITLE: INTERIOR ELEVATIONS AND PARTIAL PLANS DATE ISSUED: 3/6/2017 REVISIONS: NO. DESCRIPTION DATE DRAWN BY: Author SCALE: As indicated DRAWING NO.: A7,0 P.V.C. COMPOSITE HANDRAIL TO RUN HORIZONTAL 12" PAST 4 4.2 4.3 TOP RISER I 1 PVC COMPOSITE GUARDRAIL AND POSTS I 3 A10. I I I P.V.C. COMP051T HANDRAIL I I ON METAL HANDRAIL BRACKETS I i 1 3 1 I AB.o — _ First Floor 411 0 Q — I w D A8.0 Sim-- -- -- - A A8.0 A8.0 P.T. POSTS ON GALVANIZED STAND-OFF POST BASES ON CONCRETE PIERS - SEE STRUCTURAL DRAWINGS LOWER LEVEL 91-091 —�� +=�_� l �_ I=� + d _ =__— _ B.O. FOOTING A STAIR SECTION A C.1 At COMPOSITE GUARDRAIL $TAI AND P05T5 / P05T CAPS - SEE I / A4.1 �o m04 0 N mo v Q 'E�i O LU 0 Cz Lo O 0 a U o� ;1711 i I First Floor U m a I w I 1 I V- I I I CnU II I 11 I =) z I I Qj — I I I I DECK W/ MAHOGANY LATTICE 0 I I I I PAELS - AND PVC TRIM, z 1�- I I I PAINTED - SEE I/ A4.1 U I ( - � z LLI a � w COMPOSITE HANDRAIL ON _ _ N o PREFINISHED METAL BRACKETSQ U � Q III I{I III I{ HANDRAIL TO SLOPE PAST BOTTOM C c w N I - RISER BY I I " AND THEN RUN 1m Q c ggM I HORIZONTALLY FOR 1 2" o N , O = 10 J Q o 5 1/2" X 5 1/2" COMPOSITE o M2i LO POST SLEEVE OVER 4 X 4 P.T. o oN n-, POST W/ METAL SURFACE o U U,;-4 MOUNT BRACKETS G" THICK COMPACTED A - - I 4' X G' X G" THICK CONCRETE PAD CRUSHED STONE OVER A8 0 ' AT BOTTOM LANDING LANDSCAPE FABRIC A8.0 — J' — 'III - LOWER LEVEL II� - :' •- - .--.�� -.� ,III. -Ill v7 1-011 Ch1 _ B.O. FOOTING A -. a s `• .a 4',7 =d 1I I III—I I i—I I ISI I I-1 f 1-1 11=1 11— ,-�__IN R Q 3 �- G / 3/4„ - 1 , - O„ 3/ 11 = 1 1-011 8' - 8 1/2" 2' - 3" J Q U 3 0 E g 4 4.2 5 A8.0 43 Q o s Q Q o� M U � >0- Cf)�W Gil 51 C.2 4.2 PVC COMPOSITE TREADS { 1of o `}- O C 5 112" X 5 1 /2" COMP051TE POST - O C: Q I SLEEVE OVER 4 X 4 P.T. P05T W/ 3G" H COMPOSITE HANDRAIL _ +- COMPOSITE RAILING METAL SURFACE MOUNT BRACKET ON PRE FINISHED METAL , Q U� 5/4 X 6 P.V.C. COMPOSITE GROOVED AND POST I I III III III^, I{ 5/4 X 6 COMPOSITE P.V,C. STAIR HANDRAIL BRACKETS I I � W DECKING W/ EDGES I TREADS AND LANDING W/ CONCEALED FASTENING SYSTEM LL, �J 111 III III A III III II CONCEALED FASTENING SYSTEM U 7 III 4 X 4 P.T. POST W/ III III III METAL SURFACE III II 1 I s"- m PVC COMPOSITE TREADS MOUNT BRACKET III III I -Q W/ CONCEALED FASTENING III IIIIII III �, SYSTEM III I X CELLULAR PVC - COMPOSITE GUARDRAIL 2x 10 P.T. ( III RISER, PAINTED AND POSTSo z co FRAMING °° IX CELLULAR PVC I _ g r— ° RI5ER, PAINTED I z LU 0-1 � TITLE: o f' __ . . _.. 5/4 X G PVC COMPOSITE DECK EDGE, BENT TO FOLLOW DECK RADIUS I im � - STAIR, GALVANIZED ADJUSTABLE STRINGER CONNECTORS I — 2 X 12 P.T. DECK CARRIAGE AND - _ BLOCKING AT REQUIRED TO - -------- - - - - - - - - D - ' f' SECTIONS & I ANCHOR POST IN POSITION 2X 12 PT CARRIAGE @ MAHOGANY LATTICE PANEL ON P.T. - - -- 1 { 3'-G" �. DETAILS G" O.C. WOOD FRAMING AT DECK ADJACENT TO STAIRS STAIR DETAIL A STAIR DETAIL B STAIR DETAIL C A11 1 11 B 11 � 11 C 11 � 11 = 1 -0 -0 4.3 5 1/2" X 5 1/2" COMPOSITE III IIIc COMPOSITE BOTTOM RAIL WI 5/41 X 6 COMPOSITE P.V.C. POST SLEEVE OVER 4 X 4 III III REINFORCING RAIL, INSTALLED STAIR TREADS W/ CONCEALED P.T. POST W/ METAL III ° PER MANUFACTURER'S FASTENING SYSTEM SURFACE MOUNT BRACKET III III INSTRUCTIONS 5/4 X G PVC COMPOSITE III III I X CELLULAR PVC RISER, PAINTED DECKING AT LANDING II I 2X4 PT KICK PLATE BOLTED TO KONG. SLAB W/ MASONRY ANCHOR X 12 CELLULAR P.V.C. 5TRINGERTRIM, PAINTED I I" 2 X 10 P.T. JOISTS AT I G" G" THICK C.I.P CONC. PAD O.C. AT LANDING ON GALV: r.' P.T. 2 X 10 FLUSH BEAM AT 10/ @BOTTOM LANDING JOIST HANGERS ►; LANDING 2X 12 PT CARRIAGE AT I G" O.C. P.T. POST W/ GALV. POST CAP - _ _ _ _ B.O. FOOTING (A� ° SEE 5TRUCT DWG5 - PROVIDE 8'-611 ° d,m P.T. BLOCKING BETWEEN F05T5 10 FOR SUPPORT OF LATTICE 1 MAHOGANY LATTICE, FASTENEDTO P05T * BLOCKING W/ STAINLESS STEEL NAILS = T � I= STAIR DETAIL D cTAID nPTAII DII I l1/211 = 1 1-011 1 1/211 = 1 1-011 HANDRAIL EXTENSION STAIR ENLARGED PLAN @ STAIR 3/411 _ 11-011 LANDING DATE ISSUED: 3/6/2017 REVISIONS: NO. DESCRIPTION DATE z 0 z g DRAWN BY: Author SCALE: As indicated DRAWING NO.: A8.0 0 2 U 9 g �a O o� M U 4.3 5 1/2" X 5 1/2" COMPOSITE III IIIc COMPOSITE BOTTOM RAIL WI 5/41 X 6 COMPOSITE P.V.C. POST SLEEVE OVER 4 X 4 III III REINFORCING RAIL, INSTALLED STAIR TREADS W/ CONCEALED P.T. POST W/ METAL III ° PER MANUFACTURER'S FASTENING SYSTEM SURFACE MOUNT BRACKET III III INSTRUCTIONS 5/4 X G PVC COMPOSITE III III I X CELLULAR PVC RISER, PAINTED DECKING AT LANDING II I 2X4 PT KICK PLATE BOLTED TO KONG. SLAB W/ MASONRY ANCHOR X 12 CELLULAR P.V.C. 5TRINGERTRIM, PAINTED I I" 2 X 10 P.T. JOISTS AT I G" G" THICK C.I.P CONC. PAD O.C. AT LANDING ON GALV: r.' P.T. 2 X 10 FLUSH BEAM AT 10/ @BOTTOM LANDING JOIST HANGERS ►; LANDING 2X 12 PT CARRIAGE AT I G" O.C. P.T. POST W/ GALV. POST CAP - _ _ _ _ B.O. FOOTING (A� ° SEE 5TRUCT DWG5 - PROVIDE 8'-611 ° d,m P.T. BLOCKING BETWEEN F05T5 10 FOR SUPPORT OF LATTICE 1 MAHOGANY LATTICE, FASTENEDTO P05T * BLOCKING W/ STAINLESS STEEL NAILS = T � I= STAIR DETAIL D cTAID nPTAII DII I l1/211 = 1 1-011 1 1/211 = 1 1-011 HANDRAIL EXTENSION STAIR ENLARGED PLAN @ STAIR 3/411 _ 11-011 LANDING DATE ISSUED: 3/6/2017 REVISIONS: NO. DESCRIPTION DATE z 0 z g DRAWN BY: Author SCALE: As indicated DRAWING NO.: A8.0 Q co WINDOW SCHEDULE A Mark Number Manufacturer Style Model No. Operation Width R.O. Height R.O. A Notes I A JELD-WEN FIXED RADIUS 8FR24 Fixed 21-011 21-011 PRIVACY GLAZING, IMPACT RATED 2 A JELD-WEN FIXED RADIUS 8FR24 Fixed 21-011 21-011 PRIVACY GLAZING, IMPACT RATED 3 B JELD-WEN FIXED 8FW7424 Fixed G' - 2" 21-43/411 IMPACT RATED 4 C JELD-WEN FIXED 8FW4418 Fixed 31-611 I' - G" IMPACT RATED 5 15 JELD-WEN FIXED 8FW7424 Fixed G' - 2" 21-43/411 IMPACT RATED G C JELD-WEN FIXED 8FW4418 Fixed 31-811 1' - G" IMPACT RATED I . BA5I5 OF DESIGN: TO ESTABLISH A STANDARD OF QUALITY, DE51GN AND FUNCTION DESIRED, DRAWINGS AND SPECIFICATIONS HAVE BEEN BASED ON THE MATERIALS / MANUFACTURERS AS SCHEDULED. SUBJECT TO COMPLIANCE WITH THE REQUIREMENTS SPECIFIED, MANUFACTURERS OFFERING EQUIVALENT PRODUCTS WILL BE CONSIDERED. 2. GRILLE PATTERNS ARE 51MULATED DIVIDED LITE, 3/4" COLONIAL PATTERN, A5 INDICATED, PERMANENTLY APPLIED INTERIOR * EXTERIOR W/ SPACERS, AS INDICATED ON THE ELEVATIONS. 3. ALL WINDOWS ARE TO BE PROVIDED IN A COLOR SELECTED BY THE ARCHITECT FROM THE MANUFACTURERS STANDARDS, AND BE PROVIDE COMPLETE WITH THE FOLLOWING. A. HIGH PERFORMANCE IMPACT PE515TANT GLA55. B. METAL INSTALLATION CLIPS FOR ANCHORAGE TO ROUGH OPENING. C. FRAME REINFORCEMENT FOR STRUCTURAL SUPPORT DURING STORM PRESSURES. 4. CONTRACTOR TO VERIFY ROUGH OPENINGS LISTED ON WINDOW SCHEDULE PRIOR TO FRAMING WINDOW OPENINGS. WINDOW ELEVATIONS T-IF71HH 0 TYPE IN TYPE 'B' TYPE 'C' / of W N 0 F\ 04 EXTERIOR SHEATHING, PRIOR TO i m Q 04 INSTALLING SHEATHING, SEAL BETWEEN E..,.._ FRAMING t SHEATHING TO PROVIDE AIR MECHANICALLY FASTEN i r) i SEAL CORNERS THROUGH i (WINDOW) in°_ rya MEMBRANE AS NECESSARY i HEADER - SEE STRUCTURAL CL TO HOLD IN POSITION i U o STUDS AT JAMBS) _ :D°° Z °' SILL PLATE - COVER W/ SELF ADHERED i MEMBRANE FLASHING I-- MEMBRANE,TURNED UP GN AT JAMBS U ------------------- - ----------------- ---------- --- -- 6 --------------- ----- ----------------------------------------- - HW FLASHING SELF ADHERED MEMBRANE n4 P2) s of W N 0 F\ 04 O m Q 04 E..,.._ r) LU LU 0 INTERIOR FINISH PER ROOF -�- (WINDOW) in°_ rya HEADER - SEE STRUCTURAL CL DRAWINGS - (JACK/ KING U o STUDS AT JAMBS) _ :D°° Z °' MEMBRANE FLASHING I-- i O CORNER PATCH O3 I CONTINUOUS BEAD OF SEALANT APPLIED TO i SHEATHING AND COVERED WITH WINDOW FLANGE li 1. INSTALL SILL FLASHING 2. APPLY SEALANT AT HEAD * JAMBS OF WINDOW i 3. INSTALL WINDOW, ATTACH PER MANUFACTURES REQUIREMENTS 4. APPLY JAMB FLASHING STRIPS DO NOT FLASH OVER 5. APPLY HEAD FLASHING STRIP OVER FLANGE, SECURE TO SHEATHING IF REQUIRED BOTTOM NAILING FLANGE G. APPLY METAL FLASHING It ADDITIONAL LAYER OF MEMBRANE FLASHING OVER IT AS DETAILED AND WHERE REQUIRED. FLANGED WINDOW FLASHING / INSTALLATION DETAIL & STEPS TYPICAL EXTERIOR �A CONSTRUCTION PRE FIN15HED ALUMII FLASHING OVER I X CELLULAR P.V.C. EX CASING, PAINTED BACKER ROD AND POLYURETHANE SEA SHIMS AS REQUIRE[ VOIDS W/ LOW RISE EXPANDING FOAM IN VINYL WINDOW - SEI SCHEDULE, INSTALLI MANUFACTURER'S IP TYPICAL WINDOW HEAD ' 311 1 1_011 VINYL WINDOW - SEE WINDOW - SCHEDULE, INSTALLED PER MANUFACTURER'S INSTRUCTIONS SELF ADHESIVE MEMBRANE — FLASHING ON TAPERED SHIM - TURN UP G" MIN AT JAMBS SHIMS AS REQUIRED AND FILL VOIDS W/ LOW RISE EXPANDING FOAM INSUL. BACKER ROD AND POLYURETHANE SEALANT - LEAVE 2 OPEN WEEPS PER WINDOW I X 4 CELLULAR P.V.C. EXTERIOR CASING, PAINTED - USE MANUFACTURED CASING AT RADIUS WINDOWS TYPICAL EXTERIOR WALL CONSTRUCTION STAMP: k I X G RADIATA PINE r i EXTENSION JAMB, PAINTED NOTE: i WINDOWS AT CUPOLA TO RECEIVE CELLULAR P.V.C. INTERIOR CASING, PAINTED I X 4 RADIATA PINE CASING, (PICTURE FRAMED) AND PAINTED - USE MANUFACTURED y CASING AT RADIUS WINDOWS 1/2" G.W.B., PAINTED TYPICAL WINDOW �� 311 1 1.011 SILL DETAIL JC.,titUULt, DETAILS & ELEVATIONS DATE. ISSUED: 3/6/2017 REVISIONS: NO. DESCRIPTION DATE DRAWN BY: Author SCALE: As indicated DRAWING NO.: A9,0 of W N 0 F\ 04 O m Q 04 E..,.._ r) LU LU 0 INTERIOR FINISH PER ROOF -�- O in°_ rya HEADER - SEE STRUCTURAL CL DRAWINGS - (JACK/ KING U o STUDS AT JAMBS) _ :D°° Z °' LU I-- (PICTURE LL PAINTED - USE MANUFACTURED CASING AT RADIUS WINDOWS Z C0 WINDOWS AT CUPOLA TO Z H RECEIVE CELLULAR P.V.C. J � INTERIOR CASING, PAINTED w Z I- U -)T w " 10 C I X G RADIATA PINE I O U 5 N 0 EXTENSION JAMB, PAINTED Lv m Q W � o O WINDOW / JAMB DETAIL rl o �o Cf) rif O nO 7 O E c— I X G RADIATA PINE r i EXTENSION JAMB, PAINTED NOTE: i WINDOWS AT CUPOLA TO RECEIVE CELLULAR P.V.C. INTERIOR CASING, PAINTED I X 4 RADIATA PINE CASING, (PICTURE FRAMED) AND PAINTED - USE MANUFACTURED y CASING AT RADIUS WINDOWS 1/2" G.W.B., PAINTED TYPICAL WINDOW �� 311 1 1.011 SILL DETAIL JC.,titUULt, DETAILS & ELEVATIONS DATE. ISSUED: 3/6/2017 REVISIONS: NO. DESCRIPTION DATE DRAWN BY: Author SCALE: As indicated DRAWING NO.: A9,0 O E..,.._ r) p INTERIOR FINISH PER ROOF -�- FINISH SCHEDULE HEADER - SEE STRUCTURAL C O DRAWINGS - (JACK/ KING O n, VJ STUDS AT JAMBS) _ I X 4 RADIATA PINE CASING, FRAMED) AND I-- (PICTURE r)- PAINTED - USE MANUFACTURED CASING AT RADIUS WINDOWS NOTE: C0 WINDOWS AT CUPOLA TO RECEIVE CELLULAR P.V.C. (� INTERIOR CASING, PAINTED C I X G RADIATA PINE EXTENSION JAMB, PAINTED r TITLE: WINDOW / JAMB DETAIL I X G RADIATA PINE r i EXTENSION JAMB, PAINTED NOTE: i WINDOWS AT CUPOLA TO RECEIVE CELLULAR P.V.C. INTERIOR CASING, PAINTED I X 4 RADIATA PINE CASING, (PICTURE FRAMED) AND PAINTED - USE MANUFACTURED y CASING AT RADIUS WINDOWS 1/2" G.W.B., PAINTED TYPICAL WINDOW �� 311 1 1.011 SILL DETAIL JC.,titUULt, DETAILS & ELEVATIONS DATE. ISSUED: 3/6/2017 REVISIONS: NO. DESCRIPTION DATE DRAWN BY: Author SCALE: As indicated DRAWING NO.: A9,0 21 NOTES: 1. SEE GENERAL STRUCTURAL NOTES ON DRAWING S4.0 FOR ADDITIONAL INFORMATION. 2. ALL LUMBER EXPOSED TO THE WEATHER SHALL BE PRESERVATIVE TREATED OR WOLMANIZED PSL, SEE GENERAL STRUCTURAL NOTES. 3. ALL DECK/FLOOR JOISTS SHALL BE ANCHORED TO .SUPPORTS WITH H2.5A CLIPS OR STANDARD JOIST HANGERS WHERE FRAMED INTO FLUSH BEAMS' STAMP - 4. SEE DRAWING S3.0 FOR STRUCTURAL DETAILS REFERENCED ON THIS PLAN.co 0*6 Lu N '0 N m o DRAWINGS. U o z U v r O Q N 4. SEE DRAWING S3.0 FOR STRUCTURAL DETAILS REFERENCED ON THIS PLAN.co 0*6 Z 5. ALL ROOF TRUSSES (RT) SHALL BE ANCHORED TO SUPPORTS WITH H2.5A CLIPS OR AS OTHERWISE DIRECTED ON THE ROOF TRUSS SHOP O DRAWINGS. U o U v co Zo- w LL U z C� Z i— J W Z LO `t Z N O w m C co 8'- 8 112" 8'- 8 1/2" 8'- 8 112" 8'- 8 112" N �° D � _ � ,O 2 O 2 3 z o co C � / \ (A3.0 <A3.0 o04} FIRST FLOOR FRAMING PLAN -BASE BID Author SCALE, 11411 _ 1 1_011 FOUNDATION PLAN - BASE BID DRAWING No.: 11411 l -011 2 I RT -1 JLA WALL iWN DASHED) i ENLARGED ROO 1/211 1-011 2.1 3.1 4 2 TRUSS DESIGNER NOTE: REACTION FROM SUPPORTED BEAM, TYP 4 LOCATIONS:SL = 600#DL = 400 #W = 420# (- OR +) I 2X8 INFILL RT -1 RAFTERS @ 16" O.C. I (2)1 3/4x711/4 LVL I 7'-4" CLEAR OPENING IN MAIN ROOF I —WITH CUPOLA Q I B FRAMING Cn v I PROVIDE 11/7-32 LONG, 16 GA STRAP ON ABOVE I EA CUPOLA CORNER DOWN TO GT BELOW, MIN 16" ON CUPOLA CORNER POST AND 16" ON GT BELOW, PROVIDE MIN 2x4 VERT BTWN I TOP AND BOT CHORD OF GT FOR STRAP 2-LS56 CLIPS AT HIP RAFTER NAILING TO WALL PLATE, TYPICAL ALL 4 CORNERS — 2X81NFILL i RAFTERS @ 16" O.C. � I I I I I ) 2 PLY GIRDER TRUSS EA. SIDE OF CUPOLA 1-1/2" x 32" 1 AT TOP PLA CORNER MI TYP OF 4 F FRAMING PLAN -CUPOLA OPENING ' � ENLARGED ROOF FRAMING PLAN -CUPOLA ROOF 1/2 11 1 1.011 2 3 A3.0 A3.0 1 2 3 4 8'- 8 1/2" 6- 8 I/2" 8' 8 I/2" 7x7 PSL POST ------------------- ------------------ --- F_ ------ I -------RT-3 I I I RT -3 — — ` (2 13/4,11 14 LVL PERIMETER BEAM I I 12X8 INFILL RAFTERS @ 16" cli O.C. N �- Q - - w (2)1 3/4x 1/4 L I � �- w W I� ui i- w OPENING IN a MAIN ROOF a — — — — -WITH CUPOLA — — -' FRAMINGFL -� c") .i ABOVE I Z' 13/4x 1/4 rL v M I M 2X81NFILL v RTA RAFTERS 16" RT -1 O.C. 213/4 11 LV P ( ER METER BEAM LJ ------RT-3------ ----- ------------------ -1---------- ---------------I' ------RT-3------- 111 7I - 2 -PLY GIRDER I RUSSES EA. SIDE OF CUPOLA SEE DETAIL H, TYP POST TO ROOF PERIMETER BEAM ROOF FRAMING PLAN -BASE BID 1 11411 1 1-011 ninTrC- I f I 6 GA STRAP HI rE, BEND AR01 V16"ONEAW I )RIZ JND 1LL, STAMP: DAR�y� Qty�'�S'gA F 'o 3 a No. 7789 w p YARWXJTHPOR7 °} q� MA GtJ a aTN r,hs5 W co N 'o * co N Q I—CN 2 O 2 � o' 66 � @ O v) o= cCL U OU Z '� o` HEADER W LL 1-1/2" x 32" 1 AT TOP PLA CORNER MI TYP OF 4 F FRAMING PLAN -CUPOLA OPENING ' � ENLARGED ROOF FRAMING PLAN -CUPOLA ROOF 1/2 11 1 1.011 2 3 A3.0 A3.0 1 2 3 4 8'- 8 1/2" 6- 8 I/2" 8' 8 I/2" 7x7 PSL POST ------------------- ------------------ --- F_ ------ I -------RT-3 I I I RT -3 — — ` (2 13/4,11 14 LVL PERIMETER BEAM I I 12X8 INFILL RAFTERS @ 16" cli O.C. N �- Q - - w (2)1 3/4x 1/4 L I � �- w W I� ui i- w OPENING IN a MAIN ROOF a — — — — -WITH CUPOLA — — -' FRAMINGFL -� c") .i ABOVE I Z' 13/4x 1/4 rL v M I M 2X81NFILL v RTA RAFTERS 16" RT -1 O.C. 213/4 11 LV P ( ER METER BEAM LJ ------RT-3------ ----- ------------------ -1---------- ---------------I' ------RT-3------- 111 7I - 2 -PLY GIRDER I RUSSES EA. SIDE OF CUPOLA SEE DETAIL H, TYP POST TO ROOF PERIMETER BEAM ROOF FRAMING PLAN -BASE BID 1 11411 1 1-011 ninTrC- I f I 6 GA STRAP HI rE, BEND AR01 V16"ONEAW I )RIZ JND 1LL, STAMP: DAR�y� Qty�'�S'gA F 'o 3 a No. 7789 w p YARWXJTHPOR7 °} q� MA GtJ a aTN r,hs5 1. SEE GENERAL STRUCTURAL NOTES ON DRAWING S4.0 FOR ADDITIONAL INFORMATION. 2. SEE DRAWING S3.0 FOR STRUCTURAL DETAILS REFERENCED ON THIS PLAN. 3. ALL ROOF TRUSSES (RT) AND RAFTERS SHALL BE ANCHORED TO SUPPORTS WITH H2.5A CLIPS OR AS OTHERWISE DIRECTED ON THE ROOF TRUSS SHOP DRAWINGS. DATE ISSUED: 3/6/2017 REVISIONS: NO. DESCRIPTION DATE DRAWN BY; Author SCALE: As indicated DRAWING NO.: Sill W co N 'o * co N Q I—CN 2 O 2 � o' 66 � @ O v) o= cCL U OU Z '� o` W LL snI— U M QS Z � Cri Z �- .J U W Z I— W Q r, N04 O U Lvw `� 0 pp < N 3 � w sr 0 > a- Q _ N 'o C a� o J �Q o � O 0 M C o 5- N Lo a 70 c— O E J�. -�- — 0 � O E O cn 4__ c 0 c: _O 0 _0 > cn 0 U m Co TITLE: STRUCTURAL ROOF PLANS (BASE BID) 1. SEE GENERAL STRUCTURAL NOTES ON DRAWING S4.0 FOR ADDITIONAL INFORMATION. 2. SEE DRAWING S3.0 FOR STRUCTURAL DETAILS REFERENCED ON THIS PLAN. 3. ALL ROOF TRUSSES (RT) AND RAFTERS SHALL BE ANCHORED TO SUPPORTS WITH H2.5A CLIPS OR AS OTHERWISE DIRECTED ON THE ROOF TRUSS SHOP DRAWINGS. DATE ISSUED: 3/6/2017 REVISIONS: NO. DESCRIPTION DATE DRAWN BY; Author SCALE: As indicated DRAWING NO.: Sill T/ DECK PER PLAN FLOOR JST PER PLAN (BEYOND) BEAM PER PLAN RECESSED 1/2" DIA GALV. THRU BOLTS w/ WASHERS 4x4 -PT CROSS BRACE, POST PER PLAN RECESSED 1/2" DIA GALV, THRU BOLTS w/ WASHERS TYPE ABU POST - BASE CONC PIER PER PLAN DETAIL A - I H2.5A EA JST TO DB L— I X CIL POST DETAILB- CROSS DB PER PLAN SIMPSON TYPE AC (PAIR) CAP, TYP. NOTCH CROSS BRACES AROUND EACH OTHER AT INTERSECTION �-- 1/2" DIA GALV. THRU BOLTS w/ WASHERS BRACE UNDER DECK SIMPSON TYPE AC (PAIR) COLUMN CAP POST PER PLAN n MIN 1/2" DIA GALV CARRIAGE BOLT EA END DIAGONAL CL POST CARRIAGE BOLT EA. END X -X KICKER BRACE UNDER DECK :R PLAN ANAL 7X7 I 7X7 PSL - BC HALF BASE POST TO BM I 0 - TYPE ABU BASE W/ 5/8" AB TO CONC FB PER PLAN --- (2) #4 BENT TIE/LAP — EA END TO DOWELS 6" w/ INJECTION ADHESIVE, BEND VERT INTO PIER (2) #4 DOWEL INTO (E) STONE WALL MIN 6" w/ INJECTION ADHESIVE, BEND VERT AND LAP ABU BASE W/ 5/8" DIA AB CONC PIER PER PLAN i DETAIL C - CONC. PIER ON STONE YPE AC (PAIR) ;OLUMN CAP TO W X6 DN DETAIL F- POST OVER POST III _ 1 1-01I (E) STONE SEE LET -IN BEAM TO POST CONNECTION DETAIL 7X7 PSL WOLMANIZED SL -2 i i I UP 7X7 BEYOND { i I i I i "v i 51/4 x 91/4 SOLID PSL WOLMANIZED SL -2 i ---------- -------- 2x`10 ------ 2x10 JST 2x10 JST 16 GA STRAP (4)1/4 X 4" SCREWS i NOTCH POST SIMPSON TYPE ONTO BEAM AC (PAIR) R 6X6 POST DN A 7X7 POST UP DETAIL D - SECTION @ FLOOR ON GRID C D 1 it _ 1 I-011 r+ 7X7 POST BEYOND i I i 2X10 P.T. JST i I i <(2) 2X PT SILL W/ 5/8" DIA ` GALV AB @ 48" O.C. <t _ SIMPSON TYPE LUS JST HANGER IF - 2x10 PT LEDGER TO MATCH JST DEPTH W/ 1/2: GALV MECHANICAL EXPANSION BOLTS @ 16" O.C. TO FNDN WALL AND 3 5/8# LEDGER LOK SCREWS @ 16" O.C. <' F8T'FWALL ON (2) #4 CONT. TOP :.z, j . �<OTING _<- TYP. A JOIST BEARING ON FROST WALL DETAIL E SECTION ON GRID A POST DETAIL G - ROOF LEVEL KICKERS 011 PER PLAN 'DIA GALV THRU-BOLT %GONAL AT 1:1 GALV THRU-BOLT 7X7 POST ABU BASE W/ 5/8" DIA GALV AB TO CONC. (2) #4 CONT. TOP FROST WALL ON t, STRIP FOOTING -I: TYP. A POST BEARING ON FROST WALL STAMP: ROOF PERIMETER BEAM PER PLAN, THRU BOLT CONNECTION AT SOLID POST (2)1/2" DIA GALV THRU BOLTS BEAM MUST BEAR w/ WASHERS POST TO BM FULLY ON NOTCH SOLID POST PER PLAN NOTCH POST TO ACCOMMODATE BEAM, DO NOT OVER CUT u DETAIL H - POST TO ROOF PERIMETER BEAM 11 1 1-011 ry LU4 04 0 N O 75 co Q � M f- o J -F- i W � v � 0 �°a c O U U0 O W z 0. � LU l.l._ O I- 5 U 7 a Z m Q Z .-1 U co r-- W z � Q r w� TITLE: _ 10 o N N STRUCTURAL O C � m Q w � N n M "' O o� �o O � O O ao ROOF PERIMETER BEAM PER PLAN, THRU BOLT CONNECTION AT SOLID POST (2)1/2" DIA GALV THRU BOLTS BEAM MUST BEAR w/ WASHERS POST TO BM FULLY ON NOTCH SOLID POST PER PLAN NOTCH POST TO ACCOMMODATE BEAM, DO NOT OVER CUT u DETAIL H - POST TO ROOF PERIMETER BEAM 11 1 1-011 0 ? r3 M C no oN a O 75 J -F- ROOF PERIMETER BEAM PER PLAN, THRU BOLT CONNECTION AT SOLID POST (2)1/2" DIA GALV THRU BOLTS BEAM MUST BEAR w/ WASHERS POST TO BM FULLY ON NOTCH SOLID POST PER PLAN NOTCH POST TO ACCOMMODATE BEAM, DO NOT OVER CUT u DETAIL H - POST TO ROOF PERIMETER BEAM 11 1 1-011 DETAILS DATE ISSUED: 3/6/2017 REVISIONS: NO. DESCRIPTION DATE DRAWN BY: Author SCALE:. 11 = 11_0if DRAWING NO.: S3,0 O J i W v O E E O O W O � � O V 7 .11 m co r-- TITLE: STRUCTURAL DETAILS DATE ISSUED: 3/6/2017 REVISIONS: NO. DESCRIPTION DATE DRAWN BY: Author SCALE:. 11 = 11_0if DRAWING NO.: S3,0 F- m 0 CL 0 C N p �m v2 o� co U L DESIGN LOADS 1. DESIGN DEAD LOADS: A. DECK AREAS II! 12 PSF B. FLOORS 20 PSF 2. LIVE LOADS: A. RESTROOMS 60 PSF B. PUBLIC AREAS 100 PSF C. STAIRS AND EXIT WAYS 100 PSF 3. SNOW LOADS: A. GROUND SNOW LOAD; (p9) 30 PSF B. FLAT ROOF SNOW LOAD; (pf) 25 PSF C. SLOPED ROOF SNOW LOAD; (ps) 25 PSF 4. WIND LOADS: A. ANALYSIS PROCEDURE ASCE 7 - METHOD 2 (OPEN STRUCTURE) B. BASIC WIND SPEED; (V) 115 MPH C. OCCUPANCY CATEGORY II D. WIND IMPORTANCE FACTOR; (Iw) 1.0 E. EXPOSURE C FOUNDATIONS 1. THE STRUCTURAL FOUNDATION PLAN IS BASED UPON THE FOLLOWING PRESUMPTIVE SOIL PARAMETERS: A. BEARING CAPACITY 2,000 PSF B. ACTIVE EARTH PRESSURE 40 PCF C. AT -REST EARTH PRESSURE 60 PCF 2. ALL FOOTINGS SHALL BE CARRIED DOWN TO A MINIMUM 6" LAYER OF COMPACTED CRUSHED STONE OVER FILTER FABRIC OR STRUCTURAL FILL, PLACED UPON UNDISTURBED MATERIAL OR UNDISTURBED MATERIAL CONFORMING TO THE REQUIRED MINIMUM BEARING CAPACITY UNLESS NOTED OTHERWISE ON THE DRAWINGS. NO FOOTINGS SHALL BE PLACED UNTIL THE BEARING VALUE OF THE SOIL ENCOUNTERED IS CERTIFIED BY A PROFESSIONAL GEOTECHNICAL ENGINEER LICENSED IN THE COMMONWEALTH OF MASSACHUSETTS. 3. ELEVATIONS AND DEPTHS INDICATED ON THE PLAN ARE TO THE ESTIMATED BOTTOM OF FOOTINGS. BOTTOM OF FOOTING ELEVATIONS ARE MINIMUM DEPTHS, AND ARE NOT TO BE CONSTRUED AS LIMITING IN ANY WAY THE AMOUNT OF EXCAVATION REQUIRED TO REACH GOOD BEARING. NO FOOTING ELEVATIONS SHALL BE ADJUSTED WITHOUT THE WRITTEN AUTHORIZATION OF THE ENGINEER. 4. NO FOOTINGS SHALL BE PLACED IN WATER OR ON FROZEN GROUND. ALL FOOTING DEPTHS SHALL BE 4 FEET AS MEASURED FROM THE TOP OF ADJACENT GROUND SURFACE TO THE BOTTOM SURFACE OF FOOTING. CAST -IN-PLACE CONCRETE 1. ALL CONCRETE SHALL BE PROPORTIONED, MIXED AND PLACED CONFORMING TO CURRENT AMERICAN CONCRETE INSTITUTE (ACI) 301, 304 AND 308 STANDARDS. THE FOLLOWING CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR REVIEW: A. FOOTINGS AND FOUNDATION WALL 28 -DAY STRENGTH (MIN) 3,000 PSI COARSE AGGREGATE (MAX) _" AIR ENTRAINMENT, 6% (t17.) SLUMP5" (tt") 2. COLD WEATHER CONCRETE INSTALLATION AS DEFINED BY ACI 306 SHALL BE PERFORMED IN ACCORDANCE WITH ACI 306. PROVIDE MINIMUM 5 -DAY FROST PROTECTION FOR CONCRETE PLACED AND/OR CURED IN COLD WEATHER CONDITIONS. 3. CAST -IN-PLACE CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: a. NO. 5 BAR, W31 OR D31 WIRE AND SMALLER 1Y" 4. REINFORCING STEEL SHALL BE NEW BILLET STEEL IN ACCORDANCE WITH ASTM A615, GRADE 60. ALL DETAILS SHALL BE IN ACCORDANCE WITH ACI DETAIL STANDARD ACI 315. WOOD FRAMING SPECIFICATIONS 1. ALL WOOD MEMBERS USED FOR EXTERIOR CONSTRUCTION OR IN CONTACT WITH CONCRETE (SILL PLATES) SHALL BE PRESERVATIVE TREATED (PT) LUMBER. WATER -BORNE PRESERVATIVES SHALL BE USED AND LUMBER SHALL BE TREATED IN ACCORDANCE WITH AWPA U1 AND USE CATEGORY CONSISTENT WITH THE PROPOSED MEMBER USE AS FOLLOWS: A. UC2: INTERIOR POTENTIALLY DAMP LOCATIONS B. UC3B: EXTERIOR NOT IN CONTACT WITH GROUND C. UC4A: EXTERIOR IN CONTACT WITH GROUND 2. ALL ENGINEERED WOOD PRODUCTS USED FOR EXTERIOR CONSTRUCTION OR IN CONTACT WITH CONCRETE OR MASONRY SHALL BE iLEVEL TRUS JOIST PARALLAM PLUS PSL WITH WOLMANIZED PRESERVATIVE PROTECTION AS MANUFACTURED BY WEYERHAEUSER OR AN APPROVED SUBSTITUTE. iLEVEL SERVICE LEVEL (SL) 2 SHALL APPLY TO THIS PROJECT AND MEMBERS SHALL BE MANUFACTURED TO THE MINIMUM PROPERTIES SPECIFIED BELOW: PROPERTY PSL BEAM SL COL MODULUS OF ELASTICITY (E), psi 1.46X106 1.314X106 FLEXURAL STRESS (Fb), psi 1,827 1,512 COMPRESSION PERPENDICULAR (Fc) 368 150 COMPRESSION PARALLEL (Fc) 1,508 1,300 SHEAR PARALLEL (Fv) 197 120 3. ALL FASTENERS AND CONNECTORS IN CONTACT WITH PT LUMBER SHALL BE HOT -DIP, ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 4. ALL WOOD STUDS, JOISTS AND BEAMS SHALL BE MINIMUM #2 HEM -FIR, OR #2 SPRUCE -PINE -FIR (S -P -F), OR BETTER. ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OR AN APPROVED LUMBER TESTING OR GRADING AGENCY IN ACCORDANCE WITH DOC PS -20. FINGER JOINTED LUMBER SHALL NOT BE PERMITTED. 5. ALL ENGINEERED WOOD PRODUCTS SHALL BE iLEVEL TRUS JOIST AS MANUFACTURED BY WEYERHAEUSER OR AN APPROVED SUBSTITUTE. WHERE AN ALTERNATE PRODUCT IS PROPOSED, LAMINATED VENEER LUMBER (LVL), PARALLEL STRAND LUMBER (PSL), AND LAMINATED STRAND LUMBER (LSL) SHALL BE MANUFACTURED TO THE MINIMUM PROPERTIES SPECIFIED BELOW. ALL ENGINEERED WOOD PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH THE DETAILS ON THESE DRAWINGS AND THE MINIMUM STANDARD DETAILS PROVIDED BY THE MANUFACTURER. PROPERTY LVL MODULUS OF ELASTICITY (E), psi 2.0X10"6 FLEXURAL STRESS (Fb), psi 2,600 COMPRESSION PERPENDICULAR (Fc) 750 COMPRESSION PARALLEL (Fc) 2,510 SHEAR PARALLEL (Fv) 285 6. ALL WOOD STRUCTURAL PANEL (WSP) SHALL CONFORM TO THE REQUIREMENTS OF DOC PS -2 WITH A BOND CLASSIFICATION OF EXPOSURE 1. WOOD STRUCTURAL PANEL SHALL BE STAMPED WITH AN APA TRADEMARK INDICATING THE THICKNESS, GRADE AND SPAN RATING INDICATED ON THE DRAWINGS AND WITHIN THE SHEAR WALL AND DIAPHRAGM NOTES. 7. ALL JOIST HANGERS, COLUMN CAPS, COLUMN BASES, HOLDOWNS, METAL CONNECTOR PLATES AND OTHER ENGINEERED WOOD CONNECTION PRODUCTS SHALL BE AS MANUFACTURED BY SIMPSON STRONG -TIE CO., INC. (www.strongtie.com) OR AN APPROVED SUBSTITUTE. ALL PRODUCTS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS. r PREFABRICATED WOOD TRUSSES 1. MANUFACTURER SHALL FURNISH INDIVIDUAL TRUSS DESIGN DRAWINGS AND A TRUSS PLACEMENT DIAGRAM BEARING THE SEAL OF A PROFESSIONAL STRUCTURAL ENGINEER LICENSED IN THE COMMONWEALTH OF MASSACHUSETTS. DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY BOTH THE STRUCTURAL ENGINEER AND ARCHITECT PRIOR TO FABRICATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE, BUT NOT BE LIMITED TO, THE REQUIREMENTS OF 2303.4.1.1 OF THE IBC AND THE FOLLOWING: A. BUILDING CODE USED FOR DESIGN. B. SPAN, DEPTH, SLOPE AND SPACING OF TRUSSES. C. REQUIRED BEARING WIDTH. D. DESIGN LOADS AS SPECIFIED ON THESE DRAWINGS. E. PLATE SIZE, TYPE, GAGE, AND LOCATION OF EACH PLATE F. LUMBER SIZE, SPECIES, AND GRADE. G. LOCATION OF ANY REQUIRED CONTINUOUS BRACING OR BRACING FOR OUT -OF -PLANE WIND LOADING. H. CALCULATED MAXIMUM DEFLECTION UNDER LIVE AND TOTAL LOADS, I. MAXIMUM AXIAL AND/OR BENDING STRESSES IN EACH TRUSS MEMBER. J. TRUSS -TO -TRUSS CONNECTION AND TRUSS FIELD ASSEMBLY REQUIREMENTS INDICATING LOCATIONS AND DETAILS OF JOINTS AND/OR FIELD SPLICES. K. MAXIMUM REACTION FORCE AND DIRECTION, INCLUDING MAXIMUM UPLIFT REACTION FORCES WHERE APPLICABLE. L. MINIMUM TRUSS -TO -SUPPORT CONNECTION REQUIREMENTS TO RESOLVE LISTED REACTIONS AT TRUSS BEARING POINTS. M. FABRICATION TOLERANCE PER THE STANDARD. N. REQUIRED PERMANENT INDIVIDUAL TRUSS MEMBER SLENDERNESS BRACING LOCATION AND THE METHOD OF BRACING TO BE USED PER THE STANDARD. 2. DESIGN, MANUFACTURE, AND SUPPLY WOOD TRUSSES AS SHOWN ON THE CONSTRUCTION DOCUMENTS AND AS SPECIFIED HEREIN. 3. TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION (ANSI/TPI 1) AND WHERE ANY APPLICABLE DESIGN FEATURE IS NOT SPECIFICALLY COVERED HEREIN, DESIGN SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE LATEST EDITION OF THE AMERICAN FOREST & PAPER ASSOCIATION'S (AF&PA'S) NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION AND ALL APPLICABLE REQUIREMENTS OF THE IBC. 4. TRUSS PROFILES, IF ANY, ILLUSTRATED ON THE DRAWINGS ARE PROVIDED TO INDICATE GENERAL TRUSS PROFILE AND BEARING POINTS. IT SHALL BE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER TO SUBSTITUTE OR ADD TRUSS PROFILES AS REQUIRED TO ADEQUATELY FRAME THE ROOF TO THE LIMITS SHOWN ON THE DRAWINGS. THE TRUSS MANUFACTURER SHALL DESIGN AND LAYOUT TRUSS DIAGONAL MEMBERS IN THE MOST STRUCTURALLY EFFICIENT CONFIGURATION TO SUITE THE ROOF PROFILE AND TRUSS TYPE. THE DIAGONALS SHOWN WITHIN THE TRUSS SCHEDULE SHALL BE CONSIDERED APPROXIMATE UNLESS SPECIFICALLY NOTED OTHERWISE IN EITHER OF THE ARCHITECTURAL OR STRUCTURAL DRAWINGS. 5. LUMBER USED SHALL BE IDENTIFIED BY GRADE MARK OF A LUMBER INSPECTION BUREAU OR AGENCY APPROVED BY THE AMERICAN LUMBER STANDARDS COMMITTEE, AND SHALL BE THE SIZE,' SPECIES, AND GRADE AS SHOWN ON THE TRUSS DESIGN DRAWINGS, OR EQUIVALENT AS APPROVED BY THE TRUSS DESIGN ENGINEER. 6. MOISTURE CONTENT OF LUMBER SHALL BE NO LESS THAN 7% AND NO GREATER THAN 19% AT TIME OF FABRICATION. 7. ADJUSTMENT OF VALUE FOR DURATION OF LOAD OR CONDITIONS OF USE SHALL BE IN ACCORDANCE WITH NDS. 8. METAL CONNECTOR PLATES: A. METAL CONNECTOR PLATES SHALL BE MANUFACTURED BY A TRUSS PLATE INSTITUTE (TPI) MEMBER PLATE MANUFACTURER AND SHALL NOT BE LESS THAN 0.036 IN. THICK (20 GAUGE) AND SHALL MEET OR EXCEED ASTM A653/A653M GRADE 33, AND GALVANIZED COATING SHALL MEET OR EXCEED ASTM A924/924M, COATING DESIGNATION G60. WORKING STRESSES IN STEEL ARE TO BE APPLIED TO EFFECTIVENESS RATIOS FOR PLATES AS DETERMINED BY TEST AND IN ACCORDANCE WITH THE STANDARD. B. TPI MEMBER PLATE MANUFACTURER SHALL FURNISH A CERTIFIED RECORD THAT MATERIALS COMPLY WITH STEEL SPECIFICATIONS. 10. TRUSSES SHALL BE MANUFACTURED TO MEET THE QUALITY REQUIREMENTS OF THE ANSI/TPI-1 STANDARD AND IN ACCORDANCE WITH THE INFORMATION PROVIDED IN THE FINAL APPROVED TRUSS DESIGN DRAWINGS. 11. TRUSSES SHALL BE HANDLED DURING MANUFACTURING, DELIVERY AND BY THE CONTRACTOR AT THE JOB SITE SO AS NOT TO BE SUBJECTED TO EXCESSIVE BENDING. 12. TRUSSES SHALL BE UNLOADED IN A MANNER SO AS TO MINIMIZE LATERAL STRAIN. TRUSSES SHALL BE PROTECTED FROM DAMAGE THAT MIGHT RESULT FROM ON-SITE ACTIVITIES AND ENVIRONMENTAL CONDITIONS. TRUSSES SHALL BE HANDLED IN SUCH A WAY SO AS TO PREVENT TOPPLING WHEN BANDING IS REMOVED. 13. TRUSSES SHALL BE SET AND SECURED LEVEL AND PLUMB, AND IN CORRECT LOCATION. EACH TRUSS SHALL BE HELD IN CORRECT ALIGNMENT UNTIL SPECIFIED PERMANENT RESTRAINT AND BRACING IS INSTALLED. 14. CUTTING AND ALTERING OF TRUSSES IS NOT PERMITTED. IF ANY TRUSS SHOULD BECOME BROKEN, DAMAGED, OR ALTERED, WRITTEN APPROVAL OF ALTERATION OR REPAIR DOCUMENTATION BY THE TRUSS DESIGNER IS REQUIRED. APPARENT DAMAGE TO TRUSSES SHALL BE REPORTED TO TRUSS MANUFACTURER PRIOR TO ERECTION. 15. CONCENTRATED LOADS SHALL NOT BE PLACED ON TOP OF TRUSSES UNTIL ALL SPECIFIED RESTRAINT AND BRACING HAS BEEN INSTALLED AND DECKING IS PERMANENTLY NAILED IN PLACE. SPECIFICALLY AVOID STACKING FULL BUNDLES OF PLYWOOD OR OTHER CONCENTRATED LOADS ON TOP OF TRUSSES. 16. TRUSS SUBMITTALS AND ANY SUPPLEMENTARY INFORMATION PROVIDED BY THE TRUSS MANUFACTURER SHALL BE PROVIDED BY THE CONTRACTOR TO THE INDIVIDUAL OR ORGANIZATION RESPONSIBLE FOR THE INSTALLATION OF THE TRUSSES. 17. TRUSSES SHALL BE RESTRAINED AND BRACED BOTH PERMANENTLY AND DURING ERECTION IN A MANNER CONSISTENT WITH GOOD BUILDING PRACTICES AS OUTLINED IN THE BUILDING COMPONENT SAFETY INFORMATION (BCSI) MANUAL AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS. ALL TEMPORARY AND PERMANENT BRACING SHALL BE INSTALLED AND ALL TRUSSES PERMANENTLY FASTENED BEFORE APPLICATION OF ANY LOADS. MATERIALS USED IN BRACING ARE OTHERWISE NOTED IN THESE SPECIFICATIONS. 18. TEMPORARY BRACING OF TRUSSES DURING ERECTION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ALL TEMPORARY BRACING SHALL BE INSTALLED IN A GOOD WORKMANLIKE MANNER AND IN ACCORDANCE WITH BCSI-81, BCSI-B2, BCSI-B7, AND HANDLING, INSTALLING AND BRACING WOOD TRUSSES (HIB -91), AND ANSI/TPI-1AS APPLICABLE. TEMPORARY BRACING SHALL BE INSTALLED AS NECESSARY TO RIGIDLY BRACE THE TRUSSES STRAIGHT AND PLUMB UNTIL PLYWOOD ROOF SHEATHING AND OTHER PERMANENT SUPPORTS AND/OR BRACING ARE COMPLETELY INSTALLED. 19. ALL TRUSSES MUST BE SECURELY BRACED AFTER PERMANENT INSTALLATION IN ACCORDANCE WITH PERMANENT RESTRAINT/BRACING OF CHORDS AND WEB MEMBERS (BCSI-B3). TRUSSES SHALL FURTHERMORE BE ANCHORED OR RESTRAINED TO PREVENT OUT -OF -PLANE MOVEMENT SO AS TO KEEP ALL TRUSS MEMBERS FROM SIMULTANEOUSLY BUCKLING TOGETHER IN THE SAME DIRECTION. PERMANENT STRUCTURAL CROSS -BRACING TO ENSURE OVERALL RIGIDITY OF THE ROOF SYSTEM SHALL BE IN ACCORDANCE WITH THE TRUSS DESIGN DRAWINGS, BCSI-63 OR 87, AND THESE CONSTRUCTION DOCUMENTS. 20. TRUSS SERVICEABILITY LIMITS SHALL BE AS FOLLOWS: LL TL ROOF SPAN/240 SPAN/180 WOOD CONSTRUCTION NOTES 1. EXTERIOR WALL SHEATHING: ALL EXTERIOR WALL SHEATHING SHALL BE MINIMUM 1'6' THICK APA RATED WOOD STRUCTURAL PANEL SHEATHING WITH A SPAN RATING OF 32/16 OR WALL -16, EXPOSURE 1. AT LEAST ONE SIDE OF ALL EXTERIOR WALLS SHALL BE SHEATHED. SHEATHING SHALL BE ORIENTED WITH LONG SPAN OF THE SHEET VERTICAL OR PARALLEL TO THE SUPPORTING STUDS. WALL SHEATHING SHALL BE FASTENED WITH 8d COMMON NAILS AS SHOWN ON THE TYPICAL EXTERIOR SHEATHING ELEVATION. 2. SLOPED ROOF DIAPHRAGM SHEATHING: ROOF SHEATHING SHALL BE %" THICK APA RATED WOOD STRUCTURAL PANEL WITH A SPAN RATING OF 32/16, EXPOSURE 1. SHEATHING SHALL BE ORIENTED WITH LONG SPAN OF THE SHEET PERPENDICULAR TO THE SUPPORTING MEMBERS AND VERTICAL SEAMS STAGGERED BY 4'-'0" O.C. SHEATHING MUST BE CONTINUOUS BENEATH ALL OVERFRAMED ROOF AREAS OR DORMERS. A. FASTENING WITHIN GENERAL ROOF AREA: 8d COMMON AT 6" O.C. ON SUPPORTED PANEL EDGES (EN) AND 6" O.C. ALL INTERMEDIATE SUPPORTS (FN). 3. PROVIDE STANDARD FLUSH BEAM AND JOIST HANGERS ON ALL BEAM AND JOIST ENDS THAT DO NOT BEAR ON WALLS OR BEAMS. 4. ALL WOOD FRAMING SHALL BE FASTENED IN ACCORDANCE WITH THE FASTENING SCHEDULE IN TABLE 2304.9.1 OF THE IBC OR AS INDICATED IN THESE DRAWINGS, THE MORE STRINGENT SHALL APPLY. SHEAR WALL AND DIAPHRAGM ASSEMBLIES SHALL BE FASTENED IN ACCORDANCE WITH THE SHEAR WALL AND DIAPHRAGM FASTENING SCHEDULES ON THESE DRAWINGS. NAILS FASTENING SHEATHING TO SUPPORTING MEMBERS SHALL BE DRIVEN SO THAT THE NAIL HEAD IS FLUSH WITH THE SHEATHING SURFACE. 5. CONSTRUCTION BRACING SHALL BE PROVIDED BY THE CONTRACTOR TO MAINTAIN THE BUILDING PLUMB AND TRUE. THE BRACING SHALL REMAIN IN PLACE UNTIL ALL THE LOAD BEARING AND SHEAR WALLS ARE COMPLETELY SHEATHED, CONNECTED AND ANCHORED. 6. ROOF AND FLOOR FRAMING LAYOUTS ARE PROVIDED TO ILLUSTRATE CONDITIONS OF CONSTRUCTION AND DO NOT NECESSARILY INDICATE SPECIFIC QUANTITIES OF MATERIALS OR COMPONENTS REQUIRED FOR CONSTRUCTION. ROOF TRUSS LOAD SCHEDULE __][ DEAD LOAD 11 LIVE LOAD TOP CHORD 10 PSF (SEE NOTE 1) BOTTOM CHORD 12 PSF 10 PSF (SEE NOTE 2) TOTAL 22 PSF N/A ROOF TRUSS LOAD SCHEDULE NOTES: 1. ROOF LIVE LOADS ARE SNOW IN ACCORDANCE WITH THE LIVE LOADS ON DWG S0.1. ROOF TRUSS DESIGN MUST INCLUDE UNBALANCED AND DRIFT LOAD CASES PER DETAIL A. 2. BOTTOM CHORD LIVE LOAD OF 20 PSF SHALL BE CONSIDERED ON ROOF TRUSSES ONLY IN THOSE PORTIONS OF THE ATTIC SPACE WHERE THE CLEAR HEIGHT BETWEEN THE BOTTOM CHORD AND ANY OTHER MEMBER IN THE TRUSS EXCEEDS 42". 3. GIRDER TRUSSES (GT) SHALL BE DESIGNED FOR LOADS OF OTHER TRUSSES OR FRAMING SUPPORTED BY THE GIRDER TRUSS. 4. TRUSSES SHALL BE DESIGNED FOR NET UPLIFT DUE TO WIND CONSIDERING AN OPEN STRUCTURE AS FOLLOWS: LC -A WINDWARD HALF (pWW): -23 PSF LEEWARD HALF (pLW): -23 PSF LC -B WINDWARD HALF (pww): -39 PSF LEEWARD HALF (piW): 0 PSF 5. CONNECTION HARDWARE AT TRUSS SUPPORTS SHOWN ON THESE DRAWINGS ARE ESTIMATED FROM THE LISTED LOADS. WHERE THE TRUSS DESIGNER REQUIRES AN ALTERNATE CONNECTION TO THOSE SHOWN ON THESE DRAWINGS, IT SHALL BE SO NOTED ON THE TRUSS COMPONENT LAYOUT PLAN OR SHOP DRAWING. COL PER PLAN A. , ..�. UNDER GT AND CONT TO FNDN (TYP) UPLIFT REACTION TO 1800# WALL TOP PLATE IRDER CONNECTION TO WALL ER THE FOLLOWING (OR PPROVED SUBSTITUTE): UPLIFT PER SIMPSON TRUSS MFR CONNECTOR REMARK DWG < 500# H2.5A, H10 NOTE #1 01# TO 850 H10, H10S, _ 2-H2.5A 851 TO 1,800 LGT TYPE - NOTES: 1. WHERE ONLY A SINGLE H2.5A IS SHOWN, MULTIPLE -PLY GIRDER TRUSSES (GT) SHALL HAVE AT LEAST 2-H2.5A CONNECTORS, ONE CONNECTED TO EACH SIDE OF THE GIRDER AT THE BEARING LOCATION. 2. THE STRUCTURAL ENGINEER RESERVES THE RIGHT TO DESIGN GIRDER TRUSS HOLDOWN ASSEMBLIES FOR THE ACTUAL UPLIFT LOADS SPECIFIED ON THE APPROVED ROOF TRUSS SHOP DRAWINGS. TYPICAL GIRDER TRUSS (GT) TIE -DOWN SCALE: NONE NOTES: 1. TRUSS BRACING SHOWN MAY NOT REFLECT ALL REQUIRED BRACING (BOTH TEMPORARY AND PERMANENT) THAT IS REQUIRED TO COMPLETE THE TRUSS INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL BRACING IN ACCORDANCE WITH THESE DRAWINGS, THE TRUSS SHOP DRAWINGS AND THE BSCI MANUAL. 2. THE EXACT QUANTITY OF CONTINUOUS WEB BRACES SHALL BE DETERMINED FROM THE TRUSS SHOP DRAWINGS. A MINIMUM OF 2 CONTINUOUS WEB BRACES SHALL BE PROVIDED BETWEEN TRUSSES ON THE 2 CENTERMOST COMPRESSION MEMBERS WHERE NO CONTINUOUS WEB BRACING IS NOTED ON THE TRUSS SHOP DRAWINGS. 3. TEMPORARY ERECTION BRACING IS NOT SHOWN HERE AND SHALL BE PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH THE BCSI MANUAL. DIAGONAL BRACE PER BCSI-133 SHALL BE PROVIDED ALONG EA CONT WEB BRACE LOCATE ADJACENT TO EA GT WHERE CONT BRACE TERMINATES TYPICAL TRUSS ELEVATION PERMA NEN T TRUSS BRACING C SCALE: NONE STAMP; N®.46077 '7 -?c� 7 2X CONT WEB BRACING, SPLICE Consulting Structural Engineer, Inc. MIN 1 TRUSS BAY, NAIL TO EA 53 Knox Trail, Suite 201 CHORD w/ 2-10d, TERMINATE Acton, MA 01720 ENDS AT GT EA END www.cse-ma.com 2X CONT BOT CHORD TRUSS BRACING @ THIRD -POINTS, NAIL TO EA CHORD w/ 2-10d (TYP) NOTES: 1. DESIGN OF ROOF TRUSS COMPONENTS SHALL CONSIDER THE FOLLOWING SNOW LOADING CONFIGURATIONS IN COMBINATION WITH OTHER APPLICABLE LOADS IN THE TRUSS LOADING SCHEDULE. 2. THE FLAT ROOF SNOW LOAD (Pf) AND SLOPED ROOF SNOW LOAD (Ps) SHALL BE AS NOTED IN THE LIVE LOAD SCHEDULE. 1.0 Ps = 25 PSF BALANCED: 44 PSF UNBALANCED: 0.3 Ps Ps �0 CF ���.NP FwgRO TYPICAL SLOPED ROOF f W i 5-3" LOADS FOR HIP GABLE ROOFS r.-�_SNOW SCALE: NONE z 12 w PER PLAN >W °- GT PER PLAN BRG WALL OR BM PER PLAN FT -3 GT -3 RT -2 GT -2 -11 ..TILL WIN CAVI 1 LI\ 1 1-11 UI\V MILL VI\ LIM FEIN FLr%1`I RT-1GT 1 TRUSS PROFILE SCHEDULE A SCALE: NONE Q 0 E 4- 0 C: 0 TITLE: Old STRUCTURAL GENERAL NOTES AND ROOF TRUSS DETAILS DATE ISSUED: 12.08.2016 REVISIONS: DRAWN BY: BW PROJECT #: 04493 DRAWING NO.: S4,0 �r ! i : i s } J -J _ EL._CTRICAL SERVICE PANEL_ P,1ET_R - __. I - PACKET L.ANivG _N-- „ ��­fi_R E L -_- _ 7" W _ TT ' - -- - 1 - 1 1 GRASS �_-- —1'_ - W — — _� a _.L x— — _—____ __—_— --��— _ V �?ISATKO ONJ`� L P Ci 0 I J C -'� E F E -��` r- -- � �� .. - � � —_ "-�-- ' _"'__1 �`�' _ I L- — 14=_', — �— _�> _— Y -- TF J_ Mv 1 _ I _ ' I � ��F 2 SETS 2 10+ 12G IN/ EXISTING \ �f _ (# # ) EXISTING ELECTRIC PANEL SLF I \ -_ �, _ STATION INS S STEEL ENCLOSURE ___- --- - CT 1TOI_SPARE 20/14 TAINLE S CONTROL PANEL TA BREAK R PATO PAN _ `PANELTOR-2-P,UMPSND___ CONTROL_ _ I 1 __. - -- ----- -- - 1 _ L r- -- - } EXISTING MP CHAMBER 1 _ L� J !f L E _. t - STING P,U - �� " 0E.1 r PAI L_ �� -__ r-, _— — { \� CP GRASS P , �� PUMP LECA 1C if;l^J1, r0:,., �l r I - I -_ I [ - - '� �� T \ / I 01�'r�JE 0Vi'N C� A�MO�TI_-�_�I A '1: �� I — c0��FL_ETF_Dxlsli�t� ,n.. �r • �. i , s� � '��,_. _� /�.._-LLA.�r FLOOD E. L_I_�f�1����•� I 1 - UII ,1S TO (�L ^E � r� C�r_�L. �OOI� 1 �— 7 P�,C�� �>� ( YSTE�I --- PI A�,d BOOK�� EP>= C:O CONTOUR 1 I CF, � � -- - � rr�,y FOR C) 1 I ..TOF�vI.u,�Tt_-:. INFI-_Tr��:T�O,.. � � ,. r,� � � � �- � � KT�� ���f� Jr r / ' �;�, CID J n �.� I �� / ��15'i �.� 1 i F31 T S_ f , w GF.A.,S I \ ��, ' L PV,, FORCE ;,,, AIi.J u/ I - - _ �� . I" �P f f I I � �' ' . /il �\ i I I - 2" PVC MOUNTED 24" BELOW FINISHED ISI %� � I � '�. I � (? 2' C�0 N D�J,ifi", - � � / 1 j ! 1 t-=� , J E_ jNAl,�v'CONNECT �T �IPUMPISAND A CONTROL GRADE !' H { �. J i 1.5 :PANEL. FOR`,2 PUMPS P I - = -� �r G GRAN TE "URE ., 4 .`:. T� _ _ II10 C -- --,-- NYS ��P, A ��- cx I -- -- _ - �_ t IC < uR BAS �� `'`� E3���CV �I ---' _ <I- _ _ ;�� /` \ � �`I ISET rAN' i�//` i F \F`1,1 1811 If J j 3 ��--� J5' _ I I I I / I % NV% 5.0,0 O C �5" --_ __. __ - i �, r I / / FIBERGLASS HANDHOLE AND COVER / lDU if Co IT 1 C t C�-a % ' CP -�� - E_rl r �j - - l GRASS_..Ii' j� jLjG J 0 J 1N; ,!_:_-- - __ - --N - `-- \ i - - , �, I - \ �= ,� - J '� J +` / N ( O E c 14„ I 1? LIMITS OF ^,lFd, GE EASEV 71 [ �� i /j ' I ; - ----- / } n _ --- - _ - + - . E_ - I l Ia "�� VAN fACCESSIE�.E" 51vN / c (n cy)�I -_. = -- -_ - - _ _1 '_ - - - CP -z�' '` =i / ; _ .e _ _- ---- _�- __ __� - \/ `�\ f I / /�_ 0 J>r'I .IAI-LWITH I 1 \% - Of�N�f EU GE ' (10 �Vbl�i� R PIR - 6" Gr,, N1,I D , R / 17.0, 2-� �` 'I J �j F , j : R F i E P'�OF'0`_7ED' 11 {' E , __ r 11 I l t * ,---1 8 !' i�r E _- , / E)�_ 7 �,; i r E(I I `, ,, t i,r ( ...� ,d ✓ : ' \. ! ...-,- li;_ moi' / , ,\ "J',' j 6 C - �) 1 .� ` I,°�Iv"i ! \ N S I Ct�NCRETEI = -j .E )E r–� r r �c \ �� R -, �' ! K �` RP` ^ F) �t ! 7` , - ���i = t : ,% E 1= D 0 E C R �J I I E �P _ONi �aA j 9� / X �_ - SLOr ED ' 6' CURBCI Jfi �. ; I �I� q ; i CE' I ' M. STONE ...i . 4.50 - - E r - - ET - I P( 0 ,'OSED - �� V i ELM. C;HA%,113ER I_L. .00 CRS,. E SEPTIC I_EACHIIJC; /i �, \ IS!BLE 3A I. z,. ^l ( C 1.1 R - [ P LA N'FI N G S � I _ -- -- --a ------ - F1EL_J / f - -_ C TO,.E�L I SLOPED- �� ��.I `\ �� �� ; -PR OPOSED I µ }CO } / ti C Imo, I F I I �.t RAW ` , L UR 0Fv !`DZI) { I �- ---14- -f !INVERT Z',7 '�ECKj e'`FO FCTION - --- - 1I1 / I T_ x NOT I — I -- 5 6 )!� DIS. 7 Jr_TBA��r� LINE ItI-E _,I .P'� tieAL.I_ 4. / - ___--_-__ r Y ISION BOARDS " 1 I A R i y I �: L7 �L1 RB IITi.9 D BOX 4' (��__ 1- O N a%` -� �' �� - B I T. E)/11.. LADDER SIGrJ �'m ;T F. WAL.I_ 'A'ITH �. ��. __. `=� ---- --� _�'I //-CHARTER - - - - T ,.<<'ANITE CAI I � 6 ~J I , (-- -- - -- -A 18 D N -- ---- ---- � I I I R 8r -- - cWALLIRRI^ATIOf,J �, 'RRI'��1J PIT- - _ / TON E , I �J � NV -5 C� i �rg �� t4 w E �: 1' ----- 6 C AfJIT CAP F3l.�!" L_O)V F F'r._`JEfJ IOR N " i > ,�a/,� /, ,�i/; �,li, ! �ti I/�, �I/, t ( NEW ELECTRIC PANEL��,P,J\j', _ P`� ;FA'; SE ,� �� r V�I� V\:; A;, �� rtnn TIONAL c GN r� < T — - y 4. N 69 13' 35" Wt - i?\ - j- P '' �' i ---- L - ---GRASS \q---QHVIE _E` fiv.3 --OIiW---- �.�--OH�_,i iF' { j �?" RCJ D PROJECT B N�.HMARK jl D D cn� H COVER' IjII PROPOSED u,I ✓,. \ _L cVAT %N_4.76' RE ROOMS , I I S70RhCE. Gf,;�,FJI r_ = ;0 )SED UR P f C Q!i I �; \I r' a.` ROPOSEDL L CON ;RETE _ : y CES In _� _�_r.vicE P�A.Li,:,r - I � ��10=�JATER t\F I�� T�T-IJUN CY�_L. / STEP BASE ' � PUBLIC VIOL:) i i 6" DI (h 11 I NOTES: C LEGEND 1. PARCEL LIES WITHIN THE BASE FLOOD ELEVATION OF i 2' (NAVD 88) PER FEMA FIRM MAP PJU'"IBLIR 2501 1 C059 1 J., EFFECTIVE 7/116/-(,)14 0 BENCHMARK DIP DUCTILE IRON PIPE RCP REINFORCED CONCRETE PIPE -- 12 '- -- CONTOUR U U BIT. BITUMINOUS OFF' FLAG POLE ILD �� SEWER MANHOLE __ ___-._-_- -- 11 _..--___----__._- DRAINAGE 2. T;'� F=DGE F I'v"- +_AND (COASTAL DANK AT TOP OF RF VETMENT) WAS DETERMINED BY YAR`<< OU71-_, CONS=F,)VATION OFFICER KELLY GRANT, C-4 , co BOULDER <p FIRE POST INDICATE VALVE -n-, SIGN ------ - ----- - ELECTRICAL U �. _,-0, Q Z 3. , �- ELE��A_�1r„ 1`aS ARF BASED ON VERTICAL DATUM: FJAVD 88. Z C CONDUIT -�' GUIDE WIRE ' SPOT GRADE --�"--_� __{) _ _____ .__.- FENCE a w =o }1 C CATCH BASIN o HYDRATE S STEPS ---_.____ __�F.;,ti!_-_____________- OVERHEAD WIR" 1. F ;EIC)/"� -IO1i IS NOT SHU'WN, GRASSY ARE AS HAVE UNDERGROUPJD IIRR,GATION. (� CLEAN OUT ,� INSPECTION PORT � � UTILITY POLE -._ __- h! ------------WATERLINE ®� 13 CP CONCRETE PAD ❑Ica IRRIGATION CONTROL BOX r-) VENT PIPE 5, ELEVA 1I0TdS AND EXISTING CONDI TIONS SURVEY WERE DF_JERME N`_D BY r=1ELD SURVEY PERFORMED BY THE TOWN OF YARMOUTH IN JI_1NE 2016 UNLESS NOTED. - CONIFEROUS TREE -c: LAMP POLE 6. HEF'E IS NO ELECTRICAL SL NICE TO THE PUMP CONTROL PANEL, COND'IJIT IS IN PLACE FROM ELECTRICAL SERVICE PANEL TO PUMP STATION CONTROL PA:NE_L, 75 c � C) CURB STOP 0 METER PIT -F— ` DECIDUOUS TREE P PLASTIC E - THE LAYOUT OF THE U'JDERGROUND DRAINAGE, INFILTRATION, SANITARY H01_L TNG TANK AND ELECTRICAL CONDUIT VvE E TAKEN =R?Ps A PLAF; C_NTI LED, "THE COf "."'ONVyEi;f_.TN 0 (i J; DRAINAGE MANHOLE PVC POLYVINYLCHLORIDE " :ASSACHUSETTS HIGH"O/AY DEPARTMENT TRANSPORTATION IMPROVEMENT F'r_?OJECT PACKET LAfJDING IN THE TOWN OF YARMOUTH, PIS'& - `�UBMIS`_��Ic)N, ISSUE DA fE AUC: U I 'C '_C�C8. -I---- p O O -- 8. 1 HE LAYCI)! OF HE UNDERGROUND SEPTIC COIMPONENTS WERE TAKEN FROM „ PL A; TITLE') "SEPTIC AS BUILT PLAN EOR PACKET I AND 'JG" DATED 7/11/201]. 71 ­IE c: co W � 0 N NVERT OF THE. SFPT", LINE WAS ALSO TAKEN FROM THIS PLAN. ALL SURFACE C0�1PONENTS ,OFTHE SEPI,IC SYSTEM WERE LOCATED BY 1 -HIS SURVEY. 9. ALL U�JDL�GROUND UJILITY INFORMATION IS APPROXIMATE AND NO CLAIMS A' F MA!7� 10 THE ACCURACY OR COMPLETI_N;_SS OF UTILITIES SHO'v'vh°�J. FIELD ' EDIFICATION IL, REOUI ED v PRIOR TO "ANY EXCAVATION OF' TI1E SITE. COfJTRACTOR SHALL CONTACT DIG ;APE. 4 .LNOF� S 110 c BRAVO W Q C 66 O U U s' ° C9 o N Z NM "o M C-4 , co Lu L 0 Lo �. 0 9 U Q Z Z I�- J Z U H _ a w =o O U W 0 m Q N c 2 —� 0! ®� 13 M 0 N V, -c: 75 -F— ` Z3 O E Oi -I---- p O O -- cn c: co W � 0 N O v TITLE: ELECTRICAL SITE PLAN DATE ISSUED: FOR PERMIT 3/10/2017 REVISIONS: DRAWN BY: PROJECT #: DRAWING NO.: ESI I FIXTURE CONNECTION SCHEDULE CONNECTION SIZE FLOW / FLUSH PLUMBING LEGEND TAG FIXTURE REMARKS GENERAL VENT HOT DRAINAGE TW VALVES DETAIL # DRAWING # ] CTE P�• I DN UP O HC e 13 EXISTING PIPING TO BE REMOVED HEAVY LINE INDICATES NEW WORK LIGHT LINE INDICATES EXI5TING WORK PIPING INTERRUPTED OR TO BE CONTINUED CAP OR END OF PIPE CONNECT TO EX15TING DETAIL DE51GNATION TAG DIRECTION OF SLOPE ELBOW DOWN OR DROPAD ELBOW UP OR RISE FLOW IN DIRECTION OF ARROW HANDICAPPED ACCESSIBLE TEE LOOKING DOWN TEE LOOKING UP = IW KW KW =--ALL _ORW-- --=RW-- RW ® ® (j 00" IW KW KW ORW RW RW V V W W CO FCO FD GCO OD RD WCO INDIRECT WASTE KITCHEN WASTE KITCHEN WASTE BURIED OVERFLOW RAINWATER/ OVERFLOW STORM DRAIN RAINWATER/ STORM DRAIN RAINWATER/ STORM DRAIN BURIED SANITARY VENT SANITARY VENT BURIED SOIL / SANITARY WASTE 501L / SANITARY WASTE BURIED RE DRAIN AREA CLEANOUT FLOOR CLEANOUT FLOOR DRAIN GROUND CLEANOUT OVERFLOW DRAIN / SECONDARY ROOF DRAIN P -TRAP ROOF DRAIN WALL CLEANOUT --iO : = INCNC = NO CV po I PRV RPBP -c�x_r- RPBP * RPBP 4 TtP >I- VIV BALANCING VALVE VALVE BALL VALVE NORMALLY CLOSED BALL VALVE NORMALLY OPEN BUTTERFLY VALVE CHECK VALVE GAS COCK GATE VALVE GATE VALVE NORMALLY CLOSED MIXING VALVE (ELEVATION * PLAN) PRESSURE REDUCING /REGULATING VALVE REDUCED PRESSURE BACKFLOW PREVENTER (2" OR LESS) REDUCED PRESSURE BACKFLOW PREVENTER (ADJUSTABLE SET TURNED UP) REDUCED PRESSURE BACKFLOW PREVENTER (ADJUSTABLE SET TURNED DOWN) SOLENOID VALVE TEMPERATURE AND PRESSURE RELIEF VALVE VALVE IN VERTICAL ABBREVIATIONS AFF AFG AP AC AD ARCH BHP BT BPW BLDG CI CFM CWG CLDI CP CS DIA DWG DF EFF EL EWC EW E5 EWH ETBR ETR FIFE FH FLR FT FPS GALV ABOVE FINISH FLOOR ABOVE FINISH GRADE ACCE55 PANEL ABOVE CEILING ACCESS DOOR ARCHITECT BRAKE HORSEPOWER BATH TUB BED PAN WASHER BUILDING CAST IRON CUBIC FEET PER MINUTE CEILING CEMENT LINED DUCTILE IRON CHROME PLATED CUP SINK DIAMETER DRAWING DRINKING FOUNTAIN EFFICIENCY ELEVATION ELECTRIC WATER COOLER EMERGENCY EYE WASH EMERGENCY SHOWER ELECTRIC WATER HEATER EXISTING TO BE REMOVED EXISTING TO REMAIN FINISH FLOOR ELEVATION FUME HOOD FLOOR FOOT FLUSHING RIM SERVICE SINK GALVANIZED ®--- GC GENERAL CONTRACTOR GPM GALLONS PER MINUTE GM GAS WATER HEATER HB HOSE BIBB HP HORSEPOWER HVAC HEAT, VENTILATION AIR CONDITIONING ,ID INSIDE DIAMETER INV INVERT L LAVATORY L5 LAB SINK MAX MAXIMUM MIN MINIMUM MSB MOP SERVICE 5A51N N/A NOT APPLICABLE NC NORMALLY CLOSED NO NORMALLY OPEN NTS NOT TO SCALE NIC NOT IN CONTRACTIN-LINE OD OUTSIDE DIAMETER PC PLUMBING CONTRACTOR POS PROVIDED UNDER OTHER SECTION RPM REVOLUTIONS PER MINUTE 55 SERVICE SINK 5H SHOWER 5K SINK SPEC SPECIFICATION ST. ST. STAINLESS STEEL 5F SQUARE FEET 5" STEAM WATER HEATER TYP TYPICAL UR URINAL WC WATER CL05ET LAVATORY 1 1/2" GASES DRAWING LIST HPN2 -- HPG HIGH PRESSURE NATURAL GAS PIPING G G NATURAL GAS PIPING PO LEGEND, SCHEDULES 4 DETAILS PLUMBING P 1.0 FLOOR PLAN PLUMBING zc")' W WATER BOARD (MAAB). REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND MOUNTING HEIGHTS. REFER TO ARCHITECTURAL EQUIPMENT SCHEDULE FOR ADDITIONAL INFORMATION. — HW 140°F— 1400FHW 140° HOT WATER — HWR 140°F— 1400FHWR 1400 HOT WATER RETURN —= CWS— CW COLD WATER HW HW HOT WATER HWR HWR HOT WATER RETURN = TP — TP TRAP PRIMER LL Lo LL ACCESSORIES Z Q FM FLOW METER ® GH GROUND HYDRANT HB HOSE BIBB FILTER —7 - PIPE GUIDE/ BEAM PENETRATION Q PG PRESSURE GAUGE STRAINER 4 TG TEMPERATURE GAUGE TP TRAP PRIMER ,1--- UNION VBA U V C UM BREAKER WH WALL HYDRANT -- WHA WATER HAMMER ARRESTOR / SHOCK ABSORBER T WATER PROOF PIPE SLEEVE z ..I z U }W— _ Q w � ,o o REMARKS: © 5YMBOL5 WITHIN LEGEND FOR REFERENCE ONLY. ALL SYMBOLS SHOWN MAY NOT BE APPLICABLE TO PROJECT. O U 0v w FIXTURE CONNECTION SCHEDULE CONNECTION SIZE FLOW / FLUSH TAG FIXTURE REMARKS WASTE VENT HOT COLD TW RATE WATER CLOSET 4" 2" --- 3/4" --- 1.25GPF ®--- P-2 H LAVATORY 1 1/2" 1 112" 11211 112" --- 0.5 GPM zc")' W ALL PLUMBING ENLARGED BOILER ROOM FLOOR PLANS FIXTURES ARE ACCE551BLE SHALL BE INSTALLED PER ADA STANDARDS, MASS, ARCHITECTURAL BARRIERS BOARD (MAAB). REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND MOUNTING HEIGHTS. REFER TO ARCHITECTURAL EQUIPMENT SCHEDULE FOR ADDITIONAL INFORMATION. ' GALLONS PER CYCLE (GPC)15 BA5ED ON A MAXIMUM FLOW RATE OF .5 GPM AND A 12 SECOND CYCLE WHICH EQUALS .10 GPC. (F.B.O.) FURNISHED BY OTHERS STAMP: ZN OF sq�y �o WAYNE E. G MATTSON m C MECHANICAL U NO. 41546 W Q h 0 U04 U �" ao ' zc")' W � a o LL Lo LL �(7 Z a z ..I z U }W— _ Q w � ,o o O U 0v w [Y] Q N 13 O 0 rl� 13 co C) Z >; 4— O U .� E O �- E O O ._ U, co � O N W .0 D O n rNoo TITLE: LEGENDS, SCHEDULES, & DETAILS PLUMBING DATE ISSUED: FOR PERMIT 3/10/2017 REVISIONS: DRAWN BY: AMR PROJECT #: DRAWING NO.: P0. 1