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HomeMy WebLinkAbout225 WP FedEx-Permit Set 04.25.2022 (1)ARCHITECTS 203 WILLOW STREET SUITE A YARMOUTHPORT, MA. 02675 TEL. (508) 362-8382 WWW.CAPEARCHITECTS.COM STRUCTRURAL ENGINEER CONSULTING STRUCTURAL ENGINEER, INC. 336 BAKER AVENUE, CONCORD, MA 01742 TEL. (978) 866-8354 www.csa-ma.com MECHANICAL ENGINEER CES CONSULTING ENGINEERING SERVICES 128 CAMEGIE ROW - SUITE 104, NORWOOD, MA 02602 TEL. (617) 261-7161 www.ceseng.com CIVIL ENGINEER CHA CONSULTING, INC. 141 LONGWATER DRIVE, SUITE 104, NORWELL, MA 02061 TEL. (781) 982-7700 www.chacompanies.com CODE CONSULTANT SULLIVAN CODE GROUP - R.W. SULLIVAN ENGINEERING 529 MAIN ST. - SUITE 203, BOSTON, MA 02129 TEL. (617) 523-8227 www.rwsullivan.com 4/26/2022 1:07:15 PMH:\_Current Projects\Commercial\FedEx 225 Whites Path\Drawings\_Current Dwgs_\FedEx-Permit.rvtALTERATION TO EXISTING WAREHOUSE & DISTRIBUTION CENTER 225 WHITE'S PATH SOUTH YARMOUTH, MA 02664 225 WHITES PATH UNITS 2&3 LLC PERMIT SET 04 -25 -2022 AB. ANCHOR BOLT A.F.F. ABOVE FINISH FLOOR ACT. ACOUSTICAL TILE ALUM ALUMINUM ANOD ANODIZED @ AT BSMT BASEMENT BIT BITUMINOUS BLK BLOCK BLKG BLOCKING BOTT BOTTOM B.O.W BOTTOM OF WALL BM BEAM BLDG BUILDING CPT CARPET CSMT CASEMENT CK CAULK(ING) CLG CEILING CLOS CLOSET COL COLUMN CONC CONCRETE CMU CONCRETE MASONRY UNIT CONST CONSTRUCTION CONT CONTINUOUS CJ CONTROL/CONSTR. JOINT CTSK COUNTERSUNK DET DETAIL DIA DIAMETER DIM DIMENSION DR DOOR DH DOUBLEHUNG DRWR DRAWER DWG(S)DRAWING(S) DF DRINKING FOUNTAIN DW DISHWASHER ELEC ELECTRIC(AL) EL.ELEVATION ELEV.ELEVATOR EMER.EMERGENCY EQ.EQUAL EXIST EXISTING OR EX. E.J.EXPANSION JOINT EXP.EXPOSED EXT.EXTERIOR FIN.FINISHED F.A.FIRE ALARM F.B.O.FURNISHED BY OWNER F.E.FIRE EXTINGUISHER FL.FLOOR(ING) FLUOR.FLUORESCENT FT.FOOT FTG.FOOTING FND.FOUNDATION FURR.FURRED(ING) GALV.GALVANIZED G.C.GENERAL CONTRACTOR GL.GLASS/GLAZING GR.GRADING GWB.GYPSUM BOARD HDBD HARDBOARD HDWD.HARDWOOD HVAC.HEATING, VENTILATING, & AIR CONDITIONING HDWR.HARDWARE HGT.HEIGHT H.M.HOLLOW METAL INSUL.INSULATION INT.INTERIOR JT.JOINT LAG.LAG BOLT LAM.LAMINATE LAV.LAVATORY L.LENGTH MFR.MANUFACTURER M.O.MASONRY OPENING MAT.MATERIAL MAX.MAXIMUM MECH.MECHANICAL MIN.MINIMUM MTD.MOUNTED NO.NUMBER NOM.NOMINAL N.I.C.NOT IN CONTRACT N.T.S.NOT TO SCALE O.C.ON CENTER OH.OVERHEAD OPNG.OPENING PNT.PAINT PTD.PAINTED PNL.PANEL PART.PARTITION PL.PLATE PLAS.PLASTER P.LAM.PLASTIC LAMINATE PLBG.PLUMBING PLYWD PLYWOOD P.T.PRESSURE TREATED Q.T.QUARRY TILE REQ'D REQUIRED REF.REFIGERATOR REV.REVISIONS R.RISER R.D.ROOF DRAIN RM.ROOM R.O.ROUGH OPENING SECT.SECTION SCHED.SCHEDULE SPEC.SPECIFICATIONS SL.SIDELIGHT STD.STANDARD S&P SHELF&POLE STL.STEEL SUSP.SUSPENDED THK.THICK T&B.TOP&BOTTOM T&G TONGUE&GROOVE T.O.F.TOP OF FOUNDATION T.O.W.TOP OF WALL T.TREAD TYP.TYPICAL UNFIN.UNFINISHED V.I.F.VERIFY IN FIELD VIN.VINYL VCT.VINYL COMPOSITION TILE VWC.VINYL WALL COVERING WC.WATER CLOSET W.WIDE/WIDTH W/WITH W/O WITHOUT W.W.M.WELDED WIRE MESH WD.WOOD ABBREVIATIONS SYMBLOS NORTH ARROW SECTION INDICATOR LETTER IN TOP HALF OF CIRCLE INDICATES THE SPECIFIC SECTION. THE NUMBER AND LETTER IN THE BOTTOM HALF INDICATES THE DWG. No. WHICH THE SECTION APPEARS CONCRETE BRICK CONCTRETE BLOCK PLYWOOD A101 1 Ref 1Ref 1 Ref 1Ref 1 Ref View Name LEVEL ELEVATION INTERIOR ELEVATION NUMBERS INDICATE ELEVATION NUMBER & LETTER INDICATES THE DRAWING WHERE THE ELEVATIONS ARE LOCATED ELEVATION TAG +45.5 45.5 E NEW SPOT ELEVATION EXISTING SPOT ELEVATION 45 CONTOUR LINE 1 COLUMN COORDINATES & REFERENCE GRID LINES 90 00' 00" Distance N E Area Name 1i ROOM TAG DOOR TAG WINDOW TAG WALL TYPE PROPERTY LINE TAG PROPERTY TAG / ACRES REVISION MARK1 ROUGH LUMBER FINISH LUMBER RIGID INSULATION EARTH GRAVEL COMPACTED FILL STEEL BATT INSULATION 101 1i Room name 101 1 A101 SIM APPLICABLE CODES, GUIDELINES AND LAWS: • Massachusetts State Building Code, 780 CMR, 9th Edition • International Building Code 2015 (IBC) • INTERNATIONAL EXISTING BUILDING CODE (IEBC) • International Energy Conservation Code 2018 (IECC) • Massachusetts Amendments (MA) • Massachusetts Architectural Access Board (MAAB) • American Disabilities Act (ADA) • MGL C148 Section 26G (MGL C148 26G) Re: Sprinklers ITEM BUILDING CODE SUMMARY USE GROUP CLASSIFICATION - NON SEPARATED MIXED USE CONSTRUCTION TYPE ALLOWABLE BUILDING HEIGHT ALLOWABLE BUILDING AREA REGULATIONS AND STANDARDS: SECTION REQUIREMENTS / DESIGNATION PROPOSEDTABLEPAGE NO. 311.2 311.3 303.3 S1 -MODERATE HAZARD STORAGE (WAREHOUSE & PACKAGE HANDLING) S2 -LOW HAZARD STORAGE (PARKING) B -OFFICE (ACCESSORY USE) 51 51 42 TYPE ІІB -(UNPROTECTED)113602.2 75 FEET ALLOWABLE 3 STORIES (SPRINKLERED) (S1 -MOST RESTRICTIVE) 98, 99 504.1 504.3 504.4 ALLOW AREA 70,000 GSF (TABLE 506.2) SPRINKLERED BUILDING (B+S1 -MOST RESTRICTIVE) 102506.1 506.2 APPLICABLE CODE IBC / MA IBC IBC IBC MINIMUM EGRESS DOOR WIDTH 32" MIN. WIDTH (IBC) 34" MIN WIDTH (MAAB/ADA) ALL EGRESS DOORS ARE 34" WIDTH MINIMUM 1010.1.1 26.5 260 117 ---IBC MAAB/ADA OCCUPANT LOAD PARKING: 200 GSF/ OCC BUSINESS AREAS: 100 GSF / OCC 1004.1 251IBC1004.1.2 FIRST FLOOR 577 OCC TOTAL 577 OCC AUTOMATIC FIRE SUPPRESSION SYSTEM APPROVED AUTOMATIC SPRINKLER SYSTEMS IN NEW BUILDINGS AND STRUCTURES SHALL BE PROVIDED IN THE LOCATIONS DESCRIBED IN SECTIONS 903.2.1 THROUGH 903.2.12 (IBC) THROUGHOUT ALL BUILDINGS W/S:2 PARKING GARGAE REQUIRES AUTOMATIC SPRINKLER SYSTEMS (MA) MGL 148 SUB-SECTION 26G: EVERY BUILDING OR STRUCTURE INCLUDING ANY MAJOR ALTERATIONS AND ADDITIONS THERETO, WHICH TOTALS, IN THE AGGREGATE MORE THAN 7,500 GROSS SQUARE FEET IN FLOOR AREA SPRINKLER SYSTEM REQUIRED AND PROVIDED. EXISTING SPRINKLER SYSTEM TO BE RENOVATED FOR NEW USE AND LAYOUT. IBC MA MGL C148 903.2 903.2 SECT 26G IBC: 210-214 MA: 59, 60 903.2 (MA) --- --- LOCATION: 225 WHITE'S PATH, SOUTH YARMOUTH, MA 02664 PROJECT: ALTERATION TO EXISTING WAREHOUSE & DISTRIBUTION CENTER 225 WHITES PATH UNITS 2 & 3 LLC NOT REQUIRED PER IEBC (NO CHANGE OF USE) STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.:203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382WWW.CAPEARCHITECTS.COM© Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/26/2022 1:07:15 PMH:\_Current Projects\Commercial\FedEx 225 Whites Path\Drawings\_Current Dwgs_\FedEx-Permit.rvtPROJECT INFO, DWG LIST, SYMBOLS & GENERAL NOTES 04 -25 -2022 A0.1ALTERATION TO EXISTINGWAREHOUSE & DISTRIBUTION CENTER225 WHITE'S PATHSOUTH YARMOUTH, MA 02664225 WHITES PATH UNITS 2&3 LLCNo. Description Date DRAWING LIST NUMBER DRAWING NAME A0.0 COVER SHEET A0.1 PROJECT INFO, DWG LIST, SYMBOLS & GENERAL NOTES LS.1 LIFE SAFETY PLAN & CODE SUMMERY TABLE EX1.1 EXISTING OVERALL FLOOR PLAN EX1.2 EXISTING OFFICE AREA FLOOR PLAN EX1.3 EXISTING REFLECTED CEILING PLAN EX1.4 EXISTING OFFICE AREA REFLECTED CEILING PLAN EX1.5 EXISTING ROOF PLAN EX2.1 EXISTING BUILDING ELEVATIONS EX3.1 EXISTING BUILDING SECTIONS D.1 DEMOLITION PLAN D.2 OFFICE AREA DEMOLISH PLAN D.3 OFFICE AREA CEILING DEMOLITION PLAN D.4 BUILDING ELEVATIONS - DEMOLITION PLANS A1.1 PROPOSED OVERALL FLOOR PLAN A1.2 PROPOSED OFFICE AREA FLOOR PLAN A1.3 PROPOSED OFFICE AREA REFLECTED CEILING PLAN A1.4 PROPOSED REFLECTED CEILING PLAN A1.5 PROPOSED ROOF PLAN A1.6 PROPOSED ROOF ACCESS HATCH AND ACCESS STAIR DETAILS A2.1 PROPOSED BUILDING EXTERIOR ELEVATIONS A3.1 PROPOSED OFFICE AREA SECTIONS A4.1 INTERIOR WALL TYPES A4.2 COMPUTER ROOM DETAILS A5.1 EXTERIOR NEW RAMP DETAILS @ PARKING AREA A5.2 EXTERIOR NEW RAMP DETAILS AT DISRIBUTION AREA A5.3 TYPICAL ROOF OPENING DETAILS A6.1 PROPOSED EXTERIOR DETAILS A9.1 SCHEDULES S0.1 STRUCTURAL GENERAL NOTES AND ABBREVIATIONS S0.2 STRUCTURAL GENERAL NOTES AND ABBREVIATIONS S0.3 STRUCTURAL DETAILS S0.4 STRUCTURAL DETAILS & MEZZANINE PLAN S1.0A PARTIAL FOUNDATION PLAN S1.0B PARTIAL FOUNDATION PLAN S1.0C PARTIAL FOUNDATION PLAN S1.0D PARTIAL FOUNDATION PLAN S2.1A INTERSTITIAL FRAMING PLAN AREA - A S2.1B INTERSTITIAL FRAMING PLAN AREA - B S2.1C INTERSTITIAL FRAMING PLAN AREA - C S2.1D INTERSTITIAL FRAMING PLAN AREA - D S2.2A ROOF FRAMING PLAN AREA - A S2.2B ROOF FRAMING PLAN AREA - B S2.2C ROOF FRAMING PLAN AREA - C S2.2D ROOF FRAMING PLAN AREA - D FP0.1 FIRE PROTECTION PLAN P0.1 PLUMBING ABBREVIATIONS, NOTES AND SYMBOLS P1.1 PLUMBING UNDERSLAB FLOOR PLAN P1.2 PLUMBING FLOOR PLAN P5.0 PLUMBING DETAILS P6.0 PLUMBING SCHEDULES AND DIAGRAMS M0.1 MECHANICAL NOTES AND LEGENDS M1.1 MECHANICAL FLOOR PLAN M1.2 MECHANICAL PARTIAL PLAN M5.1 MECHANICAL DETAILS M6.1 MECHANICAL SCHEDULES M6.2 MECHANICAL SCHEDULES AND DIAGRAMS E0.1 ELECTRICAL NOTES AND LEGENDS E1.1 ELECTRICAL LIGHTING FLOOR PLAN E2.1 ELECTRICAL POWER FLOOR PLAN E4.1 ELECTRICAL PART PLAN E5.1 ELECTRICAL DETAILS E6.1 ELECTRICAL SCHEDULES E6.2 ELECTRICAL SCHEDULES E6.3 ELECTRICAL SCHEDULES E7.1 ELECTRICAL POWER RISER DIAGRAM FA0.1 FIRE ALARM RISER, NOTES AND SYMBOLS FA1.1 FIRE ALARM FLOOR PLAN . FACP DN 34 34 24 24 34 24 24 34 24 24 34 24 24 34 34 3434 2834323029 34 28343230293432302928343432302928 34 34 33 33 34 34343434 4444444444444444 55444444444444444444444444444444444444ZONEUP UP UP UP ZONE ZONE430A-1FT 30A-1FT 30A-1FT 30A-1FT 30A-1FT 30A-1FT 30A-1FT 30A-1FT 30A-1FT 30A-1FT 30A-1FT 30A-1FT 30A-1FT 44430A-1FT 30A-1FT 30A-1FT30A-1FT30A-1FT 44 4444UP A U DD 1 15 U' EGRESS DOOR 239' -1" 54 sec 154' -11" 35 sec EGRESS DOOR EGRESS DOOR EGRESS DOOR EGRESS DOOR 228' -5"52 sec270' -9"62 sec223' -11"51 secUNIT # 3UNIT # 2208' -4"47 sec227' -10" 52 sec F.E. F.E. F.E. F.E.F.E. F.E. F.E. F.E. F.E. F.E. F.E. F.E. F.E. 208' -4" 47 sec STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.:203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM © Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/26/2022 1:08:02 PMH:\_Current Projects\Commercial\FedEx 225 Whites Path\Drawings\_Current Dwgs_\FedEx-Permit.rvtLIFE SAFETY PLAN & CODE SUMMERY TABLE 04 -25 -2022 LS.1ALTERATION TO EXISTINGWAREHOUSE & DISTRIBUTION CENTER225 WHITE'S PATHSOUTH YARMOUTH, MA 02664225 WHITES PATH UNITS 2&3 LLC1/16" = 1'-0"1 LIFE SAFETY PLAN No. Description Date PROPOSED FIRE EXTINGUISHER LOCATION (SEE SPEC'S. . DN FACP A B C D E F G H J K L M N P Q R S T U V W X Y Z AA BB CC DD 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 19'-4"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"19'-4"278'-8"14'-2"14'-2"14'-2"14'-2"14'-2"14'-2"14'-2"14'-2"14'-2"14'-2"14'-2"14'-2"14'-2"14'-2"14'-2"14'-2"14'-2"14'-6" 1'-6" 14'-6"14'-6"14'-6"14'-6"14'-6"14'-6"14'-6"14'-6"14'-10" 387'-8" U' C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1C1C1C1C1C1C1C1C1C1C1C1C1C1C1C1C1C1C1C1C1C1C1C1C1C1C1 C1C1C4C1C1C4C1C1C1C1C1C4C1C1C1C4C1C1C4C1C1C1C1C1C1C4C1C1C1 C5 C14 C14 C14 C14 C3 C14 C14 C14 C14 C3 C1 C1 C1 C1 280'-0"C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C14 AA EX3.1 DD EX3.1 X EX3.1 U' EX3.1 C1 C14 C14C14 C5C5C5C5C5 C14 C14 C14 C14C14C14C14C14 C14C14C14C14C14 C1 G EX3.2 D EX3.2 A EX3.2 R.D. R.D. R.D. C14 C14 C14 C5 EX1.2 1 1 EX2.1 3 EX2.1 2 EX2.1 R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. EXISTING STORE FRONT ASSEMBLY TYP. OF (7) EXISTING DOCK LEVELER EXISTING DOCK LEVELER EXISTING OVERHEAD DOORSEXISTING OVERHEAD DOORS EXISTING MAN DOOR & STAIRS EXISTING MAN DOOR & STAIRS EXISTING MAN DOOR EXISTING CMU WALL EXISTING STEEL COLUMN, TYP. EXISTING CONCRETE SLAB EXISTING PIPE FOR ROOF DRAIN, TYP. EXISTING PIPE FOR ROOF DRAIN, TYP. EXISTING STEEL COLUMN, TYP. EXISTING CONCRETE SLAB EXISTING CONCRETE LANDING & RAMPEXISTING MAN DOOR EXISTING OVERHEAD DOOR STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.:203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM © Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/26/2022 1:07:49 PMH:\_Current Projects\Commercial\FedEx 225 Whites Path\Drawings\_Current Dwgs_\FedEx-Permit.rvtEXISTING OVERALL FLOOR PLAN 04 -25 -2022 EX1.1ALTERATION TO EXISTINGWAREHOUSE & DISTRIBUTION CENTER225 WHITE'S PATHSOUTH YARMOUTH, MA 02664225 WHITES PATH UNITS 2&3 LLC1/16" = 1'-0"1 EXISTING FLOOR PLAN No. Description Date . FACP OPERATIONS OFFICE MANAGER'S OFFICE LOUNGE KITCHENETTE CLOSET MEN WOMEN CLOSETJANITOR WORK OPEN AREA OFFICE OFFICE OFFICEHALLOPENING10'-0"7 5/8"32'-6"20'-10 3/4"21'-10 7/16"11'-10"E.P.8'-5 3/4"8'-5 3/4"8'-5 3/4"4'-5"3'-6"27'-10"13'-9"13'-8"18'-0 7/8"4'-10"16'-8" 21'-6" 9'-9 1/8"1'-6"9'-10" 5'-6 7/8"11'-4"5'-0 3/16" 6'-4"19'-10"20'-0"10'-0 1/4"13'-1 15/16" 14'-10 1/8"6'-0"2 EX1.2 11'-0"33'-5"29'-5 3/16" Level 1 41'-6"1'-11"8'-0"10'-10"4'-0"3'-0"STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.:203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM © Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/26/2022 1:07:50 PMH:\_Current Projects\Commercial\FedEx 225 Whites Path\Drawings\_Current Dwgs_\FedEx-Permit.rvtEXISTING OFFICE AREA FLOOR PLAN 04 -25 -2022 EX1.2ALTERATION TO EXISTINGWAREHOUSE & DISTRIBUTION CENTER225 WHITE'S PATHSOUTH YARMOUTH, MA 02664225 WHITES PATH UNITS 2&3 LLC1/4" = 1'-0"1 EXISTING OFFICE AREA FLOOR PLAN 1/2" = 1'-0"2 EXISTING PARTIAL CROSS SECTION No. Description Date A B C D E F G H J K L M N P Q R S T U V W X Y Z AA BB CC DD 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 U' 3 EX2.1 STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.:203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM © Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/26/2022 1:07:52 PMH:\_Current Projects\Commercial\FedEx 225 Whites Path\Drawings\_Current Dwgs_\FedEx-Permit.rvtEXISTING REFLECTED CEILING PLAN 04 -25 -2022 EX1.3ALTERATION TO EXISTINGWAREHOUSE & DISTRIBUTION CENTER225 WHITE'S PATHSOUTH YARMOUTH, MA 02664225 WHITES PATH UNITS 2&3 LLC1/16" = 1'-0"1 EXISTING REFLECTED CEILING PLAN LEGEND: SMOKE HATCH EXHAUST FAN ROOF INTAKE VENT SMOKE SEPARATION No. Description Date WAP WAP R S T U V W 1 2 3 U' 2 EX1.2 2X4 LED LIGHT FIXTURE SUPPLY DIFFUSER RETAURN DIFFUSER SPRINKLER HEAD EXIT SIGN 2X4 LAY ON AC TILE GWB. CEILING PAINTED ELECTRIC LEGEND STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.:203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM © Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/26/2022 1:07:53 PMH:\_Current Projects\Commercial\FedEx 225 Whites Path\Drawings\_Current Dwgs_\FedEx-Permit.rvtEXISTING OFFICE AREA REFLECTED CEILING PLAN 04 -25 -2022 EX1.4ALTERATION TO EXISTINGWAREHOUSE & DISTRIBUTION CENTER225 WHITE'S PATHSOUTH YARMOUTH, MA 02664225 WHITES PATH UNITS 2&3 LLC1/4" = 1'-0"1 EXISTING OFFICE AREA REFLECTED CEILING PLAN No. Description Date A B C D E F G H J K L M N P Q R S T U V W X Y Z AA BB CC DD 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 U' AA EX3.1 DD EX3.1 X EX3.1 U' EX3.1 G EX3.2 D EX3.2 A EX3.2 1 EX2.1 3 EX2.1 2 EX2.1 STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.:203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM © Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/26/2022 1:07:53 PMH:\_Current Projects\Commercial\FedEx 225 Whites Path\Drawings\_Current Dwgs_\FedEx-Permit.rvtEXISTING ROOF PLAN 04 -25 -2022 EX1.5ALTERATION TO EXISTINGWAREHOUSE & DISTRIBUTION CENTER225 WHITE'S PATHSOUTH YARMOUTH, MA 02664225 WHITES PATH UNITS 2&3 LLC1/16" = 1'-0"1 EXISTING ROOF PLAN LEGEND: SMOKE HATCH EXHAUST FAN ROOF INTAKE VENT No. Description Date Level 1 41'-6" T.O. STEEL 75'-11" A B C D E F G H J K L M N P Q R S T U V W X Y Z AA BB CC DDU' Grade 37'-0" EXISTING GRADE EXISTING RAILING & LANDING 12'-0"12'-4"12'-4"Level 1 41'-6" T.O. STEEL 75'-11" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Grade 37'-0" Level 1 41'-6" T.O. STEEL 75'-11" ABCDEFGHJKLMNPQRSTUVWXYZAABBCCDDU' STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.:203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM © Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/26/2022 1:07:56 PMH:\_Current Projects\Commercial\FedEx 225 Whites Path\Drawings\_Current Dwgs_\FedEx-Permit.rvtEXISTING BUILDING ELEVATIONS 04 -25 -2022 EX2.1ALTERATION TO EXISTINGWAREHOUSE & DISTRIBUTION CENTER225 WHITE'S PATHSOUTH YARMOUTH, MA 02664225 WHITES PATH UNITS 2&3 LLC1/16" = 1'-0"1 EXISTING WEST ELEVATION 1/16" = 1'-0"2 EXISTING SOUTH ELEVATION 1/16" = 1'-0"3 EXISTING EAST ELEVATION No. Description Date EXISTING EGRESS DOOR Level 1 41'-6" T.O. STEEL 75'-11" 123456789101112131415 Grade 37'-0" Level 1 41'-6" T.O. STEEL 75'-11" 123456789101112131415 Grade 37'-0" Level 1 41'-6" T.O. STEEL 75'-11" 123456789101112131415 Grade 37'-0" Level 1 41'-6" T.O. STEEL 75'-11" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Grade 37'-0" STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.:203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM © Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/26/2022 1:07:59 PMH:\_Current Projects\Commercial\FedEx 225 Whites Path\Drawings\_Current Dwgs_\FedEx-Permit.rvtEXISTING BUILDING SECTIONS 04 -25 -2022 EX3.1ALTERATION TO EXISTINGWAREHOUSE & DISTRIBUTION CENTER225 WHITE'S PATHSOUTH YARMOUTH, MA 02664225 WHITES PATH UNITS 2&3 LLC1" = 10'-0"DD FRAMING ELEVATION AT GRID "DD" 1" = 10'-0"AA FRAMING ELEVATION AT GRID "AA" 1" = 10'-0"X FRAMING ELEVATION AT GRID "X" 1" = 10'-0"U'FRAMING ELEVATION AT GRID "U'" No. Description Date . FACP DN A B C D E F G H J K L M N P Q R S T U V W X Y Z AA BB CC DD 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 U' R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. R.D. EXISTING CONCRETE RAMP & LANDING TO REMAIN EXISTING RAILING TO REMAIN EXISTING DOOR TO BE REMOVED EXISTING COILING DOOR TO REMAIN (ETR) EXISTING OVERHEAD DOOR TO REMAIN ETRETRETR DEMO & REMOVE EACH PRECAST CONCRETE WALLS AS REQUIRED FOR NEW (2) DOORWAYS EXISTING CONCRETE RAMP & LANDING TO REMAIN EXISTING MAN DOOR TO BE REMOVED EXISTING CONCRETE STEPS & LANDING TO REMAIN EXISTING MAN DOOR TO BE REMOVED ALIGNALIGNALIGNALIGN2'-0" WIDE TRENCH, TYP. SAW-CUT & REMOVE EXISTING CONCRETE FLOOR AS REQUIRED TO INSTALL NEW TRENCH DRAIN LATERAL PIPING, SEE ALSO PLUMBING DRAWINGS DEMO & REMOVE (3) EXISTING DOCK LEVELERS, SEE PROPOSED PLAN FOR INFILL DEMO & REMOVE (3) EXISTING DOCK LEVELERS, SEE PROPOSED PLAN FOR INFILL EXTEND TRENCH TO EXTERIOR WALL FOR DRAIN PIPE TO EXTERIOR 2'-0" 2'-0"2'-0"2'-0"2'-0" 2'-0" WIDE TRENCH, TYP. 2'-0" WIDE TRENCH, TYP. 2'-0" WIDE TRENCH, TYP.2'-0" WIDE TRENCH, TYP.DEMO & REMOVE EACH PRECAST CONCRETE WALLS AS REQUIRED FOR NEW (2) DOORWAYS DEMO & REMOVE (5) EXISTING DOCK LEVELERS, PREP FOR NEW EQUIPMENTSEXISTING DOOR TO BE REMOVED EXISTING STAIR & RAILING TO BE REMOVED DEMO & REMOVE (4) EXISTING OVERHEAD DOORS, PREP OPRNING FOR NEW DOORS, BUMPERS, ETC. D.2 1 ETRETRETRETR DEMO & REMOVE EXISTING CURTAIN WALL SYSTEMS @ SEVEN (7) LOCATIONS NOTE: SEE ENLARGED PLAN FOR DEMO DETAILS @ OFFICE AREA EXISTING DOOR TO BE REMOVED 1 2 3 4 5 6 7 NOTE: SEE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL STEEL DEMOLITION SCOPE TYPICAL THROUGOUT NOTE: SEE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL STEEL DEMOLITION SCOPE TYPICAL THROUGOUT DEMO & REMOVE EXISTING OVERHEAD DOOR TO BE REPLACED DEMO & REMOVE EXISTING OVERHEAD DOOR DEMO & REMOVE EXISTING OVERHEAD DOOR TO BE REPLACED 36'-0"63'-0"EQ EQ EQ EQ 36'-0"63'-0"APPROXIMATE LOCATION OF DEMO & REMOVE EXISTING PAVEMENT TO RECEIVE NEW CONCRETE FOUNDATION WALL, FOOTING & RAMP APPROXIMATE LOCATION OF DEMO & REMOVE EXISTING PAVEMENT TO RECEIVE NEW CONCRETE FOUNDATION WALL, FOOTING & RAMP "R.D." INDICATES EXISTING ROOF DRAIN TO REMAIN DEMO FLOOR FOR NEW PLUMBING DEMO FLOOR FOR NEW PLUMBING DEMOLITION NOTES: 1. TEMPORARY SEGREGATION / PROTECTION: PROVIDE ADEQUATE TEMPORARY PROTECTION TO SEGREGATE THE CONSTRUCTION AREAS FROM AREAS TO REMAIN DURING THE COURSE OF DEMOLITION AND CONSTRUCTION WORK. WET DOWN STRUCTURES DURING DEMOLITION OR PROVIDE OTHER SUITABLE METHODS TO CONTROL THE SPREAD OF DUST AND DEBRIS. 3. UTILITIES: LOCATE, IDENTIFY, DISCONNECT, AND PROPERLY TERMINATE UTILITIES SERVING THE SPACES TO BE DEMOLISHED, PRIOR TO THE START OF DEMOLITION WORK. ALL SUCH WORK SHALL BE DONE BY LICENSED TRADESMEN FOR THE UTILITIES INVOLVED. SET UP TEMPORARY ELECTRICAL AND WATER SERVICE FOR USE DURING THE CONSTRUCTION AT THE COST OF THE CONTRACTOR AS REQUIRED. PROVIDE TEMPORARY TOILET FACILITIES ON SITE FOR USE BY THE CONTRACTOR DURING THE WORK. 4. TEMPORARY SUPPORT: PROVIDE AND MAINTAIN ADEQUATE TEMPORARY SHORING, BRACING, OR STRUCTURAL SUPPORT TO MAINTAIN THE STABILITY OF EXISTING STRUCTURE WHERE EXISTING STRUCTURAL SUPPORTS ARE TO BE DEMOLISHED. 5. TEMPORARY WEATHER PROTECTION: MAINTAIN THE BUILDING IN A WEATHER TIGHT CONDITION AT ALL TIMES. PROVIDE TEMPORARY WEATHER PROTECTION AS REQUIRED. 6. DEMOLITION: DEMOLISH AND REMOVE EXISTING CONSTRUCTION AS INDICATED ON THE DRAWINGS. USE DEMOLITION METHODS THAT WILL NOT CRACK OR STRUCTURALLY DISTURB ADJACENT CONSTRUCTION DESIGNATED TO REMAIN. REMOVE ALL GROUTS, MASTICS, ADHESIVES, ETC.., TO EXPOSE EXISTING CONCRETE AT FLOORS. PROTECT ALL WINDOWS, DOORS, WALLS, FLOOR AND CEILING SURFACES TO REMAIN. EXISTING INSULATION AT EXTERIOR WALLS AND ROOF / CEILING TO REMAIN, PROTECT DURING DEMOLITION. 7. DEBRIS DISPOSAL: DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE. REMOVE DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS FROM THE BUILDING SITE IN A SAFE AND LEGAL MANNER. TRANSPORT AND LEGALLY DISPOSE OF MATERIALS OFF-SITE IN ACCORDANCE WITH ALL LAWS, REGULATIONS AND ORDINANCES. LEAVE THE SITE CLEAN UPON COMPLETION OF DEMOLITION. 8. SALVAGED MATERIALS:SAFELY STORE ALL MATERIALS NOTED TO BE RETAINED FOR REUSE BY THE OWNER OR OTHERS. CEILING DEMOLITION NOTES: 1. FIRE ALARM & SPRINKLER HEADS: IDENTIFY ESSENTIAL FIRE ALARM AND SPRINKLER HEAD LOCATIONS THROUGHOUT AND MAINTIAN FUNCTION OF DEVICES UP TO THE SEQUENCE IN CONSTRUCTION THAT NEW CONSTRUCTION OR LOCATION REQUIRE REMOVAL OF THE EXISTING. EXISTING FIRE ALARM SYSTEM WILL FUNCTION AS CONSTRUCTION FIRE ALARM SYSTEM. 2. UTILITIES: LOCATE, IDENTIFY, DISCONNECT, AND PROPERLY TERMINATE UTILITIES SERVING THE SPACES TO BE DEMOLISHED, PRIOR TO THE START OF DEMOLITION WORK. ALL SUCH WORK SHALL BE DONE BY LICENSED TRADESMEN FOR THE UTILITIES INVOLVED. SET UP TEMPORARY LIGHTING AND HVAC DISTRIBUTION SERVICE FOR USE DURING THE CONSTRUCTION AT THE COST OF THE CONTRACTOR AS REQUIRED. REMOVE EXISTING HVAC UNITS WITHIN THE BUILDING. REMOVE ALL DUCT WORK TO 3 FEET FROM EXTERIOR WALL, AT DUCT MAIN FROM EACH EXTERIOR ROOF TOP UNIT. REMOVE EXISTING LIGHT FIXTURES -LEGALLY DISPOSE OF ALL FIXTURES / BALLASTS AND BULBS. 3. GRID AND TILE REMOVAL: REMOVE ALL ACOUSTICAL CEILING TILES, METAL GRID SYSTEM AND HANGER HARDWARE. IDENTIFY ANY MATERIALS TO BE RECYCLED AND DISPOSE OF ACCORDINAGLY. STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.:203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM © Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/26/2022 1:07:44 PMH:\_Current Projects\Commercial\FedEx 225 Whites Path\Drawings\_Current Dwgs_\FedEx-Permit.rvtDEMOLITION PLAN 04 -25 -2022 D.1ALTERATION TO EXISTINGWAREHOUSE & DISTRIBUTION CENTER225 WHITE'S PATHSOUTH YARMOUTH, MA 02664225 WHITES PATH UNITS 2&3 LLC1/16" = 1'-0"1 FLOOR DEMOLITION PLAN No. Description Date FACP R S T U V W 1 2 3 U' STORE FRONT SYSTEM TO BE REMOVED STORE FRONT SYSTEM TO BE REMOVED STORE FRONT SYSTEM TO BE REMOVED STORE FRONT SYSTEM TO BE REMOVED STORE FRONT SYSTEM TO BE REMOVEDEXISTING DOOR TO BE REMOVED EXISTING WALL TO BE REMOVED DEMO WALL FOR NEW DOOR OPENING NOTE: ALL DOORS SHOWN DASHED TO BE REMOVED REMOVE EXISTING CLOSET EXISTING WINDOW TO REMAINEXISTING WINDOW TO REMAINEXISTING WINDOW TO REMAINEXISTING RESTROOMS TO REMAIN EXISTING WALLS, CEILING & FLOORING TO BE REMOVED AT THIS AREA PREPARE WALL FOR NEW DOOR OPENING REMOVE EXISTING DOOR & FRAME EXISTING DOORS TO REMAIN DEMO DOOR & FRAME NOTE: ALL EXISTING DOORS TO REMAIN TO RECEIVE NEW HARDWARE SET DEMO & REMOVE EXISTING INTERIOR WINDOW REMOVE EXISTING DOOR & FRAMEDEMO EXISTING GWB CASED OPENING AS REQUIRED FOR NEW DOOR & FRAME REMOVE ALL EXISTING FLOORING REMOVE ALL EXISTING FLOORING REMOVE ALL EXISTING FLOORING REMOVE ALL EXISTING FLOORING REMOVE EXISTING REF. DEMOLITION NOTES: 1. TEMPORARY SEGREGATION / PROTECTION: PROVIDE ADEQUATE TEMPORARY PROTECTION TO SEGREGATE THE CONSTRUCTION AREAS FROM AREAS TO REMAIN DURING THE COURSE OF DEMOLITION AND CONSTRUCTION WORK. WET DOWN STRUCTURES DURING DEMOLITION OR PROVIDE OTHER SUITABLE METHODS TO CONTROL THE SPREAD OF DUST AND DEBRIS. 3. UTILITIES: LOCATE, IDENTIFY, DISCONNECT, AND PROPERLY TERMINATE UTILITIES SERVING THE SPACES TO BE DEMOLISHED, PRIOR TO THE START OF DEMOLITION WORK. ALL SUCH WORK SHALL BE DONE BY LICENSED TRADESMEN FOR THE UTILITIES INVOLVED. SET UP TEMPORARY ELECTRICAL AND WATER SERVICE FOR USE DURING THE CONSTRUCTION AT THE COST OF THE CONTRACTOR AS REQUIRED. PROVIDE TEMPORARY TOILET FACILITIES ON SITE FOR USE BY THE CONTRACTOR DURING THE WORK. 4. TEMPORARY SUPPORT: PROVIDE AND MAINTAIN ADEQUATE TEMPORARY SHORING, BRACING, OR STRUCTURAL SUPPORT TO MAINTAIN THE STABILITY OF EXISTING STRUCTURE WHERE EXISTING STRUCTURAL SUPPORTS ARE TO BE DEMOLISHED. 5. TEMPORARY WEATHER PROTECTION: MAINTAIN THE BUILDING IN A WEATHER TIGHT CONDITION AT ALL TIMES. PROVIDE TEMPORARY WEATHER PROTECTION AS REQUIRED. 6. DEMOLITION: DEMOLISH AND REMOVE EXISTING CONSTRUCTION AS INDICATED ON THE DRAWINGS. USE DEMOLITION METHODS THAT WILL NOT CRACK OR STRUCTURALLY DISTURB ADJACENT CONSTRUCTION DESIGNATED TO REMAIN. REMOVE ALL GROUTS, MASTICS, ADHESIVES, ETC.., TO EXPOSE EXISTING CONCRETE AT FLOORS. PROTECT ALL WINDOWS, DOORS, WALLS, FLOOR AND CEILING SURFACES TO REMAIN. EXISTING INSULATION AT EXTERIOR WALLS AND ROOF / CEILING TO REMAIN, PROTECT DURING DEMOLITION. 7. DEBRIS DISPOSAL: DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE. REMOVE DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS FROM THE BUILDING SITE IN A SAFE AND LEGAL MANNER. TRANSPORT AND LEGALLY DISPOSE OF MATERIALS OFF-SITE IN ACCORDANCE WITH ALL LAWS, REGULATIONS AND ORDINANCES. LEAVE THE SITE CLEAN UPON COMPLETION OF DEMOLITION. 8. SALVAGED MATERIALS:SAFELY STORE ALL MATERIALS NOTED TO BE RETAINED FOR REUSE BY THE OWNER OR OTHERS. CEILING DEMOLITION NOTES: 1. FIRE ALARM & SPRINKLER HEADS: IDENTIFY ESSENTIAL FIRE ALARM AND SPRINKLER HEAD LOCATIONS THROUGHOUT AND MAINTIAN FUNCTION OF DEVICES UP TO THE SEQUENCE IN CONSTRUCTION THAT NEW CONSTRUCTION OR LOCATION REQUIRE REMOVAL OF THE EXISTING. EXISTING FIRE ALARM SYSTEM WILL FUNCTION AS CONSTRUCTION FIRE ALARM SYSTEM. 2. UTILITIES: LOCATE, IDENTIFY, DISCONNECT, AND PROPERLY TERMINATE UTILITIES SERVING THE SPACES TO BE DEMOLISHED, PRIOR TO THE START OF DEMOLITION WORK. ALL SUCH WORK SHALL BE DONE BY LICENSED TRADESMEN FOR THE UTILITIES INVOLVED. SET UP TEMPORARY LIGHTING AND HVAC DISTRIBUTION SERVICE FOR USE DURING THE CONSTRUCTION AT THE COST OF THE CONTRACTOR AS REQUIRED. REMOVE EXISTING HVAC UNITS WITHIN THE BUILDING. REMOVE ALL DUCT WORK TO 3 FEET FROM EXTERIOR WALL, AT DUCT MAIN FROM EACH EXTERIOR ROOF TOP UNIT. REMOVE EXISTING LIGHT FIXTURES -LEGALLY DISPOSE OF ALL FIXTURES / BALLASTS AND BULBS. 3. GRID AND TILE REMOVAL: REMOVE ALL ACOUSTICAL CEILING TILES, METAL GRID SYSTEM AND HANGER HARDWARE. IDENTIFY ANY MATERIALS TO BE RECYCLED AND DISPOSE OF ACCORDINAGLY. EXISTING PARTITION TO REMAIN EXISTING PARTITION TO BE DEMOLISH DEMO LEGEND: EXISTING DOOR TO BE REMOVED EXISTING WINDOW TO BE REMOVED STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.:203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM © Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/26/2022 1:07:45 PMH:\_Current Projects\Commercial\FedEx 225 Whites Path\Drawings\_Current Dwgs_\FedEx-Permit.rvtOFFICE AREA DEMOLISH PLAN 04 -25 -2022 D.2ALTERATION TO EXISTINGWAREHOUSE & DISTRIBUTION CENTER225 WHITE'S PATHSOUTH YARMOUTH, MA 02664225 WHITES PATH UNITS 2&3 LLC1/4" = 1'-0"1 OFFICE AREA DEMOLITION PLAN No. Description Date WAP WAP R S T U V W 1 2 3 U' DEMO & REMOVE EXISTING CEILING TILES & GRID. SALVAGE & STORE LIGHTS & HVAC EQUIPMENTS FOR REUSE. DEMO & REMOVE EXISTING CEILING TILES & GRID. SALVAGE & STORE LIGHTS & HVAC EQUIPMENTS FOR REUSE.REMOVE EXIT LIGHT REMOVE EXIT LIGHTREMOVE EXIT LIGHT REMOVE EXIT LIGHT REMOVE EXIT LIGHT EXISTING EXIT LIGHT FIXTURES TO REMAIN ALL EXISTING FIRE SPRINKLER HEADS TO REMAIN, TYPICAL DEMO & REMOVE EXISTING CEILING TILES & GRID SYSTEM AS REQUIRED FOR NEW CONFERENCE ROOM LAYOUT SALVAGE & STORE LIGHTS, DIFUDERS & OTHER EQUIPMENTS FOR REUSE. EXISTING CURTAIN WALL ASSEMBLIES TO BE REMOVED EXISTING CURTAIN WALL ASSEMBLIES TO BE REMOVED EXISTING CURTAIN WALL ASSEMBLIES TO BE REMOVED EXISTING CURTAIN WALL ASSEMBLIES TO BE REMOVED EXISTING EXIT SIGN TO REMAIN DEMO & REMOVE ALL EXISTING WIFI EQUIPMENTS & WIRING DEMO & REMOVE ALL EXISTING HVAC SPLIT UNIT EQUIPMENT, TYPICAL DEMO ALL EXISTING CEILING TILES IN THIS SPACE, CEILING GRID & LIGHT FIXTURES TO REMAIN 1 A3.1 DEMOLITION NOTES: 1. TEMPORARY SEGREGATION / PROTECTION: PROVIDE ADEQUATE TEMPORARY PROTECTION TO SEGREGATE THE CONSTRUCTION AREAS FROM AREAS TO REMAIN DURING THE COURSE OF DEMOLITION AND CONSTRUCTION WORK. WET DOWN STRUCTURES DURING DEMOLITION OR PROVIDE OTHER SUITABLE METHODS TO CONTROL THE SPREAD OF DUST AND DEBRIS. 3. UTILITIES: LOCATE, IDENTIFY, DISCONNECT, AND PROPERLY TERMINATE UTILITIES SERVING THE SPACES TO BE DEMOLISHED, PRIOR TO THE START OF DEMOLITION WORK. ALL SUCH WORK SHALL BE DONE BY LICENSED TRADESMEN FOR THE UTILITIES INVOLVED. SET UP TEMPORARY ELECTRICAL AND WATER SERVICE FOR USE DURING THE CONSTRUCTION AT THE COST OF THE CONTRACTOR AS REQUIRED. PROVIDE TEMPORARY TOILET FACILITIES ON SITE FOR USE BY THE CONTRACTOR DURING THE WORK. 4. TEMPORARY SUPPORT: PROVIDE AND MAINTAIN ADEQUATE TEMPORARY SHORING, BRACING, OR STRUCTURAL SUPPORT TO MAINTAIN THE STABILITY OF EXISTING STRUCTURE WHERE EXISTING STRUCTURAL SUPPORTS ARE TO BE DEMOLISHED. 5. TEMPORARY WEATHER PROTECTION: MAINTAIN THE BUILDING IN A WEATHER TIGHT CONDITION AT ALL TIMES. PROVIDE TEMPORARY WEATHER PROTECTION AS REQUIRED. 6. DEMOLITION: DEMOLISH AND REMOVE EXISTING CONSTRUCTION AS INDICATED ON THE DRAWINGS. USE DEMOLITION METHODS THAT WILL NOT CRACK OR STRUCTURALLY DISTURB ADJACENT CONSTRUCTION DESIGNATED TO REMAIN. REMOVE ALL GROUTS, MASTICS, ADHESIVES, ETC.., TO EXPOSE EXISTING CONCRETE AT FLOORS. PROTECT ALL WINDOWS, DOORS, WALLS, FLOOR AND CEILING SURFACES TO REMAIN. EXISTING INSULATION AT EXTERIOR WALLS AND ROOF / CEILING TO REMAIN, PROTECT DURING DEMOLITION. 7. DEBRIS DISPOSAL: DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE. REMOVE DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS FROM THE BUILDING SITE IN A SAFE AND LEGAL MANNER. TRANSPORT AND LEGALLY DISPOSE OF MATERIALS OFF-SITE IN ACCORDANCE WITH ALL LAWS, REGULATIONS AND ORDINANCES. LEAVE THE SITE CLEAN UPON COMPLETION OF DEMOLITION. 8. SALVAGED MATERIALS:SAFELY STORE ALL MATERIALS NOTED TO BE RETAINED FOR REUSE BY THE OWNER OR OTHERS. CEILING DEMOLITION NOTES: 1. FIRE ALARM & SPRINKLER HEADS: IDENTIFY ESSENTIAL FIRE ALARM AND SPRINKLER HEAD LOCATIONS THROUGHOUT AND MAINTIAN FUNCTION OF DEVICES UP TO THE SEQUENCE IN CONSTRUCTION THAT NEW CONSTRUCTION OR LOCATION REQUIRE REMOVAL OF THE EXISTING. EXISTING FIRE ALARM SYSTEM WILL FUNCTION AS CONSTRUCTION FIRE ALARM SYSTEM. 2. UTILITIES: LOCATE, IDENTIFY, DISCONNECT, AND PROPERLY TERMINATE UTILITIES SERVING THE SPACES TO BE DEMOLISHED, PRIOR TO THE START OF DEMOLITION WORK. ALL SUCH WORK SHALL BE DONE BY LICENSED TRADESMEN FOR THE UTILITIES INVOLVED. SET UP TEMPORARY LIGHTING AND HVAC DISTRIBUTION SERVICE FOR USE DURING THE CONSTRUCTION AT THE COST OF THE CONTRACTOR AS REQUIRED. REMOVE EXISTING HVAC UNITS WITHIN THE BUILDING. REMOVE ALL DUCT WORK TO 3 FEET FROM EXTERIOR WALL, AT DUCT MAIN FROM EACH EXTERIOR ROOF TOP UNIT. REMOVE EXISTING LIGHT FIXTURES -LEGALLY DISPOSE OF ALL FIXTURES / BALLASTS AND BULBS. 3. GRID AND TILE REMOVAL: REMOVE ALL ACOUSTICAL CEILING TILES, METAL GRID SYSTEM AND HANGER HARDWARE. IDENTIFY ANY MATERIALS TO BE RECYCLED AND DISPOSE OF ACCORDINAGLY. STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.:203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM © Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/26/2022 1:07:46 PMH:\_Current Projects\Commercial\FedEx 225 Whites Path\Drawings\_Current Dwgs_\FedEx-Permit.rvtOFFICE AREA CEILING DEMOLITION PLAN 04 -25 -2022 D.3ALTERATION TO EXISTINGWAREHOUSE & DISTRIBUTION CENTER225 WHITE'S PATHSOUTH YARMOUTH, MA 02664225 WHITES PATH UNITS 2&3 LLC1/4" = 1'-0"1 EXISTING OFFICE AREA REFLECTED CEILING DEMOLITIONPLAN No. Description Date Level 1 41'-6" T.O. STEEL 75'-11" A B C D E F G H J K L M N P Q R S T U V W X Y Z AA BB CC DDU' Grade 37'-0" EXISTING CONCRETE RAMP, LANDING & RAILING TO REMAIN12'-0"12'-4"12'-4"34'-5"4'-6"LINE OF EXISTING JOINTS DEMO & REMOVE EACH PRECAST CONCRETE WALLS AS REQUIRED FOR NEW (2) DOORWAYS DEMO & REMOVE (3) EXISTING DOCK LEVELERS, SEE PROPOSED PLANS FOR INFILL DEMO & REMOVE EXISTING CURTAIN WALL SYSTEMS @ SEVEN (7) LOCATIONS EXISTING DOOR TO BE REMOVED & REPLACED EXISTING DOOR TO BE REMOVED & REPLACED EXISTING STAIR TO BE REMOVED & REPLACED DEMO & REMOVE EXISTING DOOR DEMO & REMOVE EACH PRECAST CONCRETE WALLS AS REQUIRED FOR NEW (2) DOORWAYS DEMO & REMOVE (3) EXISTING DOCK LEVELERS, SEE PROPOSED PLANS FOR INFILL DEMO & REMOVE EXISTING DOOR DEMO & REMOVE (4) EXISTING OVERHEAD DOORS, PREP OPENING FOR NEW DOORS, BUMPERS, ETC.. DEMO & REMOVE EXISTING DOOR, BUMPER & DOOR SURROUND DEMO & REMOVE (5) EXISTING DOCK LEVELERS, SEE PROPOSED PLANS FOR INFILL 14'-0"14'-0"UNIT # 3UNIT # 2 DEMO & REMOVE OVERHEAD DOOR BUMBERS Level 1 41'-6" T.O. STEEL 75'-11" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Grade 37'-0" DEMO & REMOVE EXISTING DOOR TO BE REPLACED DEMO & REMOVE EXISTING DOOR TO BE REPLACED EXISTING OVERHEAD DOOR TO REMAIN EXISTING CONCRETE RAMP & LANDING TO REMAIN EXISTING RAILING TO REMAIN Level 1 41'-6" T.O. STEEL 75'-11" ABCDEFGHJKLMNPQRSTUVWXYZAABBCCDDU' Grade 37'-0" DEMO & REMOVE EXISTING DOOR TO BE REPLACED UNIT # 3 UNIT # 2 STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.:203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM © Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/26/2022 1:07:47 PMH:\_Current Projects\Commercial\FedEx 225 Whites Path\Drawings\_Current Dwgs_\FedEx-Permit.rvtBUILDING ELEVATIONS - DEMOLITION PLANS 04 -25 -2022 D.4ALTERATION TO EXISTINGWAREHOUSE & DISTRIBUTION CENTER225 WHITE'S PATHSOUTH YARMOUTH, MA 02664225 WHITES PATH UNITS 2&3 LLC1/16" = 1'-0"1 WEST ELEVATION - DEMOLITION PLAN 1/16" = 1'-0"2 SOUTH ELEVATION - DEMOLITION PLAN 1/16" = 1'-0"3 EAST ELEVATION - DEMOLITION PLAN No. Description Date THIS DRAWING IS CONFIDENTIAL AND SUBJECT TO RETURN. IT ALSO MUST NOT BE COPIED, REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF LEWCO, INC. ALL RIGHTS RESERVED. DRAWN BY: DATE: TO: SHIP: TITLE: DESC: SHEET: REVISION HISTORY: REV.DESCRIPTION DATE BY 706 LANE ST. SANDUSKY, OH 44870 PH. (419) 625-4014 FAX. (419)625-3746 WWW.LEWCOINC.COM 30A -1FT FEDEX 225 WHITES PATH, UNITS 2 & 3 SOUTH YARMOUTH, MA 02664 CAPX LEWCO COMPOSITE COMPOSITE LAYOUT 1 OF 1 A.MEIRING 1/27/2022 1 REVISED DOCK AREA CONVEYOR PER FEDEX 2/23/22 BK 2 REVISED 3 POWER DROPS PER FEDEX (CARL P.)3/2/22 BK ---- ------------ ---------------- PANEL POWER DROP START/STOP BUTTON . DN FACP 34 34 24 24 34 24 24 34 24 24 34 24 24 34 34 3434 2834323029 34 28343230293432302928343432302928 34 34 33 33 34 34343434 4444444444444444 55444444444444444444444444444444444444ZONEUP UP UP UP ZONE ZONE430A-1FT 30A-1FT 30A-1FT 30A-1FT 30A-1FT 30A-1FT 30A-1FT 30A-1FT 30A-1FT 30A-1FT 30A-1FT 30A-1FT 30A-1FT 44430A-1FT 30A-1FT 30A-1FT30A-1FT30A-1FT 44 4444UP A B C D E F G H J K L M N P Q R S T U V W X Y Z AA BB CC DD 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 U'19'-4"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"19'-4"278'-8"14'-2"14'-2"14'-2"14'-2"14'-2"14'-2"14'-2"14'-2"14'-2"14'-2"14'-2"14'-2"14'-2"14'-2"14'-2"14'-2"14'-2"14'-6"1'-6"14'-6"14'-6"14'-6"14'-6"14'-6"14'-6"14'-6"14'-6"14'-10" 387'-8"280'-0"R.D. R.D. R.D. 1 A2.1 2 A2.1 3 A2.1 EGRESS DOOR NEW WALL TO INFILL EXISTING OPENING EGRESS DOOR NEW PARKING AREA CONCRETE RAMP NEW DISTRIBUTION AREA CONCRETE RAMP EXISTING PEDESTRAIN RAMP60'-0"60'-0"A1.2 1 EX EX EX67 8 9 10 11 EXEXEX12EXSF1SF1SF1SF1SF1SF1 2 3 4 51 EX1 D.4 2 D.4 3 D.4 10'-0"40'-0"10'-0"4%8%4%NEW WP20'-0"3'-0"EX. LANDINGEX. RAMPDISTRIBUATION AREA 018 PARKING AREA 019 11'-3"2'-2"12'-0"2'-2"12'-0"2'-2"12'-0" EQ EQ 9'-0" EQ EQ 9'-0" EQ EQ 9'-0" EQ EQ 9'-0" 4 TRAILER SPACES8 VAN SPACES 1%1%9.2%4.6%4.6%NEW LOUVER PER MEP DWG.'SNEW LOUVER PER MEP DWG.'S F.E.F.E. F.E. F.E. NEW CONCRETE STAIR W/ METAL NADRAIL BOTH SIDES F.E. F.E. F.E. F.E. F.E. F.E. F.E. A1.6 1 50'-4"16'-0"11'-0"11'-0"11'-0"18'-0"4'-0"36'-0"4'-0"36'-0"4'-0"36'-0"4'-0"27'-0"10'-4"NEW PARKING BLOCKS, REFER TO SPEC.'S 131'-8"6'-4"19'-0"34'-0"9'-0"9'-0"4'-0"36'-0"4'-0"36'-0"4'-0"36'-0"4'-0"36'-0"4'-0"9'-0"28'-4"NEW RS 12'-0"10'-0"15'-0" A1.1 2 5'-0" NEW GUARDRAIL 12'-0" SF1 2 A4.1 13 A5.1 1 10'-0"40'-0"10'-0"A5.2 1 NEW LOUVER PER MEP DWG.'S 3 A4.1 NEW CANOPY ABOVE TRENCH DRAIN PER MEP DRAWINGS TRENCH DRAIN PER MEP DRAWINGS TRENCH DRAIN PER MEP DRAWINGSTYP.2'-0"TYP.9'-6"TYP. 30'-0" F.E. F.E. F.E. F.E. F.E.F.E. 8"X16"X 48" PLATE STEEL COLUMN PROTECTOR W/ ANCHOR BOLTS TO EXIST. CONCRETE FLOOR ONE PAIR PER COLUMN COLUMN PROTECTION PAD WRAPPED AROUND BOTH STEEL PLATE PROTECTORS STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.:203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM © Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/26/2022 1:07:19 PMH:\_Current Projects\Commercial\FedEx 225 Whites Path\Drawings\_Current Dwgs_\FedEx-Permit.rvtPROPOSED OVERALL FLOOR PLAN 04 -25 -2022 A1.1ALTERATION TO EXISTINGWAREHOUSE & DISTRIBUTION CENTER225 WHITE'S PATHSOUTH YARMOUTH, MA 02664225 WHITES PATH UNITS 2&3 LLC1/16" = 1'-0"1 PROPOSED FLOOR PLAN No. Description Date CAGE LEGEND WP 12'x15' WAITING PACKAGE CAGE RS 12'-4"x14' RECORD STORAGE CAGE R.D.ROOF DRAIN F.E.FIRE EXTINGUISHER 1/2" = 1'-0"2 TYPICAL COLUMN PROTECTION DETAIL R S T U V W 1 2 3 4 5 U'NEW ELEC. CLOSETBUILD NEW CLOSET NEW EGRESS DOOR, CHANGE SWING INFILL OLD DOOR EXISTING COLUMN EXISTING FACP A A A A AA A A NEW EGRESS DOOR KITCHENETTE ENTRY NEW DOORNEW WINDOW TO MATCH EXISTING NEW OPS MGRS /COORDS WORKSTQION COPIER 11'-0"22'-0"16'-0" NEW WINDOW TO MATCH EXISTING EX ARCHITECT TO VERIFY EXISTING WALL TYPE & RATING EXISTING BEARING WALL TO REMAINHEADER @ 8'-0" A.F.F. & SOLID WALL ABOVEB A A LOCKERSø 5'- 0 " 24 22 23 26 25 EX 29 14 15 17 18 20 21 19 5 16 30 NEW ICE MAKER TRAINING / MEETING ROOM 001 P&D CHECK-IN 002 CLOSET003SENIOR MANAGER 004 OPEN AREA / KITCHENETTE 005 WOMEN'S 006 MEN'S 007 OPS MGRS / COORDS 008 GENERAL STORAGE 009 P&D MANAGER 010 SORT MANAGER 011 COMPITER ROOM 012 HALL 013 ENTRY / LOCKERS 014 PACKAGE PICK-UP 015 A A A A A A A2 A JAN. 016 ICE MAKER 017 T.S. NEW VCT FLOOR EXISTING VCT FLOOR T.S.NEW VCT FLOOR THRGHOUT EXISTING VCT FLOOR 31 TRANSITION STRIP, TYP. T.S. 1 EX EX EX 2 3 4 MIN. 1'-0" SF1 SF1 SF1 SF1 SF1 W1 COMPUTER SERVER EQUIPMENTS BY FEDEX OR THEIR VENDOR UPS EQUIPMENT BY CONTRACTOR, SEE SPEC'S 5 1 A3.1 5'-10" BUILT-IN SHELVES BY G.C., SEE MILLWORK DETAIL LOCKERS BY G.C., SEE SPEC.'S TURNSTILE BY FEDEX OR THEIR VENDOR 2'-2"3'-0"9'-2"13'-0"8'-6"2 A3.1 7'-0" x 8'-0" H. OPENING33'-0"3 A3.1 A1.2 2 A1.2 3 6'-0"NEW 12"W.x36"H. COUNTER 32 NEW CASED OPENING 6'-9" x8' H. OPENINGEXISTING OPENING, INFILL PER SECTION 2/A3.1 PROVIDE 3/4" FIRE RATED PLYWOOD SHEATHING ON ENITRE WALLA B D C VERIFY EXISTING WINDOW MEETS FXG SPECIFICATIONS, REPLACE IF NEEDED T.S. NOTE: NO CEILING ABOVE NEW REFRIG. BY FXG EXISTING KITCHENETTE MILLWORK NEW VCT FLOOR NEW VCT FLOOR T.S.EXISTING PARTITION TO REMAIN PROPOSED NEW PARTITION LEGEND U U' 3 A3.1 EXISTING OPENING STEEL JAMB EXISTING CMU WALL NEW 5/8" GWB EACH SIDE ON 6" METAL STUD @ 16" O.C. PARTITION EXISTING OPENING NEW 8'-0" H. OPENING W/ STR. HEADER ABOVE NEW STRUCTURAL POST PER STR. DWG'S BD C EXISTING OPENING STEEL JAMB EXISTING CMU WALL NEW 5/8" GWB ON 6" METAL STUD @ 16" O.C. BEARING PARTITION NEW STRUCTURAL POST PER STR. DWG'S BDC U U' 2 A3.1 6'-9" x8' H. OPENINGEXISTING CMU WALL NEW STRUCTURAL POST PER STR. DWG'S D NEW STRUCTURAL POST PER STR. DWG'S EXISTING GWB. PARTITIONNEW PILASTER / STRUCTURAL POST PER STR. DWG'S NEW DROP BEAM ABOVE NEW MASONARY OPENING, INFILL PER SEC. 2/A3.1 STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.:203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM © Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/26/2022 1:07:21 PMH:\_Current Projects\Commercial\FedEx 225 Whites Path\Drawings\_Current Dwgs_\FedEx-Permit.rvtPROPOSED OFFICE AREA FLOOR PLAN 04 -25 -2022 A1.2ALTERATION TO EXISTINGWAREHOUSE & DISTRIBUTION CENTER225 WHITE'S PATHSOUTH YARMOUTH, MA 02664225 WHITES PATH UNITS 2&3 LLC1/4" = 1'-0"1 PROPOSED OFFICE AREA FLOOR PLAN No. Description Date 1 2 3 4 COUNTER SECTION (DRAWING NO. 06211-001) COUNTER SECTION (DRAWING NO. 06211-001) CHECK-IN COUNTER SECTION (DRAWING NO. 06211-0015) CHECK-IN COUNTER SECTION (DRAWING NO. 06211-0015) 5 BUILT IN STORAGE SHELVES (DRAWING NO. 06211-007) 1/2" = 1'-0"2 OPENING PLAN DETAIL "A" 1/2" = 1'-0"3 OPENING PLAN DETAIL "B" R S T U V W 1 2 3 4 5 U' 1 A3.1 2 A3.1 3 A3.1 NOTE: NO CEILING IN ELECTRIC ROOM EXISTING GWB. TO BE PAINTED EXISTING GWB. TO BE PAINTED SURFACE MOUNTED LIGHT FIXTURES EXISTING GWB. CEILING , PAINTED NEW GWB. PAINTED NEW GWB. PAINTED NEW GWB. PAINTEDGWB. SOFFIT @ 8'-0" A.F.F. GWB. SOFFIT @ 8'-0" A.F.F. 2X4 LED LIGHT FIXTURE SUPPLY DIFFUSER RETAURN DIFFUSER SPRINKLER HEAD EXIT SIGN 2X4 LAY ON AC TILE GWB. CEILING PAINTED ELECTRIC LEGEND STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.:203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM © Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/26/2022 1:07:22 PMH:\_Current Projects\Commercial\FedEx 225 Whites Path\Drawings\_Current Dwgs_\FedEx-Permit.rvtPROPOSED OFFICE AREA REFLECTED CEILING PLAN 04 -25 -2022 A1.3ALTERATION TO EXISTINGWAREHOUSE & DISTRIBUTION CENTER225 WHITE'S PATHSOUTH YARMOUTH, MA 02664225 WHITES PATH UNITS 2&3 LLC1/4" = 1'-0"1 PROPOSED OFFICE AREA REFLECTED CEILING PLAN No. Description Date A B C D E F G H J K L M N P Q R S T U V W X Y Z AA BB CC DD 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 U' 3 A2.1 3 D.4 2 A4.1 NEW 4'x4' ROOF ACCESS HATCH EXISTING ROOF FAN TO BE REMOVED, INFILL TO MATCH EXISTING EXISTING ROOF FAN TO REMAIN NEW ROOF FANNEW ROOF FANNEW ROOF FANNEW ROOF FAN NEW ROOF FAN NEW ROOF FAN EXISTING SMOKE HATCH TO REMAIN EXISTING SMOKE HATCH TO REMAIN EXISTING SMOKE HATCH TO REMAIN EXISTING SMOKE HATCH TO REMAIN EXISTING SMOKE HATCH TO REMAIN EXISTING SMOKE HATCH TO REMAIN EXISTING SMOKE HATCH TO REMAIN EXISTING SMOKE HATCH TO REMAIN EXISTING SMOKE HATCH TO REMAIN EXISTING SMOKE HATCH TO REMAIN EXISTING SMOKE HATCH TO REMAIN EXISTING SMOKE HATCH TO REMAIN EXISTING SMOKE HATCH TO REMAIN EXISTING SMOKE HATCH TO REMAIN EXISTING SMOKE HATCH TO REMAIN EXISTING ROOF AIR INTAKE TO REMAIN EXISTING ROOF AIR INTAKE TO REMAIN EXISTING ROOF FAN TO REMAIN EXISTING ROOF FAN TO REMAIN 3 A5.3 EXISTING ROOF FAN TO BE REMOVED, INFILL TO MATCH EXISTING LINE OF LIMIT OF WORK LINE OF LIMIT OF WORK 4 A6.1 STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.:203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM © Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/26/2022 1:07:24 PMH:\_Current Projects\Commercial\FedEx 225 Whites Path\Drawings\_Current Dwgs_\FedEx-Permit.rvtPROPOSED REFLECTED CEILING PLAN 04 -25 -2022 A1.4ALTERATION TO EXISTINGWAREHOUSE & DISTRIBUTION CENTER225 WHITE'S PATHSOUTH YARMOUTH, MA 02664225 WHITES PATH UNITS 2&3 LLC1/16" = 1'-0"1 PROPOSED REFLECTED CEILING PLAN No. Description Date LEGEND: SMOKE HATCH EXHAUST FAN ROOF INTAKE VENT A B C D E F G H J K L M N P Q R S T U V W X Y Z AA BB CC DD 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 U' 2 A2.1 3 A2.1 2 D.4 3 D.4 NEW ROOF ACCESS HATCH NEW EXHAUST FAN, TYPE. OF (6) A5.3 1 3 A5.3 NEW ROOF CANOPY SV ETR SV ETR SV ETR SV ETR SV ETR SV ETR SV ETR SV ETR SV ETR SV ETR SV ETR SV ETR SV ETR SV ETR SV ETR LINE OF LIMIT OF WORK LINE OF LIMIT OF WORK EXISTING PARAPET WALL TO REMAIN PVC ROOF ON ADJACENT CONDO UNIT (DO NOT ALLOW ACCESS OR WORK ON THIS ROOF) EXISTING BALLASTED EPDM MEMBRANE ROOFING SYSTEM TO REMAIN, TYPICAL THROUGHOUT. GC. & ROOFING CONTRACTOR TO PROVIDE PROTECTION OF ROOF DURING WORK BY ALL TRADES. EF EF EF EF EF EF EF EF EF INT ETR INT ETR TWO EXISTING ROOF OPENINGS TO BE INFILLED & ROOFED OVER TO MATCH THE EXISTING ROOF ASSEMBLY 4 A6.1 STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.:203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM © Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/26/2022 1:07:25 PMH:\_Current Projects\Commercial\FedEx 225 Whites Path\Drawings\_Current Dwgs_\FedEx-Permit.rvtPROPOSED ROOF PLAN 04 -25 -2022 A1.5ALTERATION TO EXISTINGWAREHOUSE & DISTRIBUTION CENTER225 WHITE'S PATHSOUTH YARMOUTH, MA 02664225 WHITES PATH UNITS 2&3 LLC1/16" = 1'-0"1 PROPOSED ROOF PLAN No. Description Date LEGEND: SMOKE VENT EXHAUST FAN ROOF INTAKE VENT EXISTING SMOKE VENT TO REMAIN SV ETR NEW ROOF TOP EXHAUST FANEF ROOF INTAKE VENT TO REMAININT ETR UP 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 U 7 8 9 U' 2 A1.6 3 A1.6 4 A1.6 4'X4' ROOF ACCESS HATCH ABOVE METAL LADDER TO ACCESS HATCH7'-6"17'-5"5'-0"17'-5"7'-2"47'-0"6"5'-0" 2'-6"5'-0" TYPICAL GRIDDLE TREAD METAL GUARD RAIL & HANDRAIL TYPICAL GRIDDLE LANDING TYPICAL GRIDDLE LANDING ABOVE 4"x4" HSS TUBE COLUMN, TYP. (8) LOCATIONS 5 A1.6 Level 1 41'-6" T.O. STEEL 75'-11" 7 8 9 4 A1.6 Level 1 41'-6" T.O. STEEL 75'-11" 7 8 9 4 A1.6U' 3 A1.6 T.O. STEEL 75'-11" U'6 A5.3 STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.:203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM © Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/26/2022 1:07:27 PMH:\_Current Projects\Commercial\FedEx 225 Whites Path\Drawings\_Current Dwgs_\FedEx-Permit.rvtPROPOSED ROOF ACCESS HATCH AND ACCESS STAIR DETAILS 04 -25 -2022 A1.6ALTERATION TO EXISTINGWAREHOUSE & DISTRIBUTION CENTER225 WHITE'S PATHSOUTH YARMOUTH, MA 02664225 WHITES PATH UNITS 2&3 LLCNo. Description Date 1/4" = 1'-0"1 PROPOSED INTERIOR METAL STAIR PLAN 1/4" = 1'-0"2 INTERIOR STAIR ELEVATION 1/4" = 1'-0"3 INTERIOR STAIR SECTION DETAIL "A" 1/4" = 1'-0"4 INTERIOR STAIR SECTION "B" 1/4" = 1'-0"5 INTERIOR STAIR ELEVATION "B" IMPORTANT NOTE: DELEGATED DESIGN ITEM THE ARCHITECT'S PLAN FOR THIS STAIR ARE SCHEMATIC AND HAVE NOT BEEN REVISED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. THE MISCELLANEOUS STEEL CONTRACTOR SHALL PROVIDE COMPLETE SET OF ENGINEERED PLANS FOR THE STAIR AND SUBMIT STAMPED & SIGNED DRAWINGS AS A SHOP DRAWINGS. Level 1 41'-6" T.O. STEEL 75'-11" A B C D E F G H J K L M N P Q R S T U V W X Y Z AA BB CC DDU' Grade 37'-0" EXISTING GRADE EXISTING LANDING 2 A5.1 2 A5.2 SF1 SF1 SF1 SF1 SF1 SF1 SF1 EX EX EX EX 1312 5111098EXEXEX 76 1 LIMIT OF WORK LINE NEW EGRESS DOOR & FRAME NEW PRECAST CONCRETE STAIR & METAL RAILING NEW OVERHEAD DOOR & RAMP TO DISTRIBUTION AREA NEW INTAKE LOUVER, SEE ALSO MECH. DRAWINGS NEW FABRIC CANOPY FURNISH & INSTALL (4) NEW DOCK LEVELERS AT LOAD / UNLOAD DOORS NEW INTAKE LOUVER, SEE ALSO MECH. DRAWINGS 4 A6.1 Level 1 41'-6" T.O. STEEL 75'-11" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Grade 37'-0" EXISTING OVERHEAD DOOR TO REMAIN EXISTING CONCRETE LANDING, RAMP & METAL RAILING TO REMAIN NEW EGRESS DOOR & FRAME NEW EGRESS DOOR & FRAME EXISTING STAIR & RAILING TO REMAIN Level 1 41'-6" T.O. STEEL 75'-11" ABCDEFGHJKLMNPQRSTUVWXYZAABBCCDDU' Grade 37'-0"4'-6"34'-5"NEW EGRESS DOOR & FRAME LIMIT OF WORK LINE STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.:203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM © Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/26/2022 1:07:29 PMH:\_Current Projects\Commercial\FedEx 225 Whites Path\Drawings\_Current Dwgs_\FedEx-Permit.rvtPROPOSED BUILDING EXTERIOR ELEVATIONS 04 -25 -2022 A2.1ALTERATION TO EXISTINGWAREHOUSE & DISTRIBUTION CENTER225 WHITE'S PATHSOUTH YARMOUTH, MA 02664225 WHITES PATH UNITS 2&3 LLC1/16" = 1'-0"1 PROPOSED WEST ELEVATION 1/16" = 1'-0"2 PROPOSED SOUTH ELEVATION 1/16" = 1'-0"3 PROPOSED EAST ELEVATION No. Description Date NEW LOUVER PER MECH. DWG.'S Level 1 41'-6"9'-11"10'-10"NEW SURFACE MOUNTED LIGHT FIXTURES EXISTING GWB. TO REMAIN, PAINTED TYP.PROVIDE 3/4" FIRE RATED PLYWOOD SHEATHING AT ENTIRE WALL NEW DOOR & FRAME 15 INFILL EXISTING OPENING TO MATCH ADJACENT INFILL EXISTING WINDOW OPENING TO MATCH ADJACENT EXISTING PLYWOOD DECK & CEILING FRAMING JOISTS TO REMAIN COMPITER ROOM 012 PARKING AREA 019 OPS MGRS / COORDS 008 EXISTING CONCRETE SLAB TO RECEIVE NEW FLOORING Level 1 41'-6" U VU'14'-0" EXISTING CONCRETE HEADEREXISTING CONCRETE HEADER EXISTING CMU WALL ENTRY / LOCKERS 014 PARKING AREA 019 8'-0" HIGH OPENING6" METAL STUD @ 16" O.C. BEARING WALL 6 3/16" METAL RUNNER ON SILL SEALER SECURED TO SLAB 2X6 P.T. ON 6 3/16" METAL RUNNER TOP PLATE 5/8" GWB. ON EACH SIDE, PAINTED 3/4" PLYWOOD DECK ON CEILING FRAMING PER STR. DWG.'S CONTINUOUS 1/2" GWB. CEILING PAINTED 9'-10"5/8" GWB. ON EACH SIDE, PAINTED 6 3/16" METAL RUNNER ON SILL SEALER SECURED TO DECK 6 3/16" METAL TOP PLATE SECURE TO CONCRETE HEADER 6" METAL STUD @ 16" O.C. DOUBLE RIM BOARD HEADER PER STR. DWG'S 6" METAL STUD @ 16" O.C. BEARING WALL Level 1 41'-6" U VU' PACKAGE PICK-UP 015 PARKING AREA 019DISTRIBUATION AREA 018 6" METAL STUD @ 16" O.C. BEARING WALL 6 3/16" METAL RUNNER ON SILL SEALER SECURED TO SLAB 2X6 P.T. ON 6 3/16" METAL RUNNER TOP PLATE 5/8" GWB. ON EACH SIDE, PAINTED 3/4" PLYWOOD DECK ON 2x10 @ 16" O.C. CEILING FRAMING PER STR. DWG.'S CONTINUOUS 1/2" GWB. CEILING PAINTED 5/8" GWB. ON EACH SIDE, PAINTED 6 3/16" METAL RUNNER ON SILL SEALER SECURED TO DECK 6 3/16" METAL TOP PLATE SECURE TO HEADER 6" METAL STUD @ 16" O.C. DOUBLE RIM BOARD HEADER PER STR. DWG'S 6" METAL STUD @ 16" O.C. BEARING WALL EXISTING STEEL HEADER TO REMAIN EXISTING PRECAST CONCRETE WALL TO REMAIN 8'-0" HOGH OPENING3 4 NEW 12"W.x36"H. COUNTER, SEE FXG MILLWORK DETAIL W1 (2) 2x4 BLOCKING @ (4) SIDES STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.:203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM © Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/26/2022 1:07:31 PMH:\_Current Projects\Commercial\FedEx 225 Whites Path\Drawings\_Current Dwgs_\FedEx-Permit.rvtPROPOSED OFFICE AREA SECTIONS 04 -25 -2022 A3.1ALTERATION TO EXISTINGWAREHOUSE & DISTRIBUTION CENTER225 WHITE'S PATHSOUTH YARMOUTH, MA 02664225 WHITES PATH UNITS 2&3 LLCNo. Description Date 1/2" = 1'-0"1 PROPOSED COMPUTER ROOM CROSS SECTION 1/2" = 1'-0"2 ENTRY / LOCKERS SECTION 1/2" = 1'-0"3 PACKAGE PICK-UP SECTION Level 1 41'-6" U U'15'-8"9'-6"8'-0"+/-V.I.F.8"x8"x16" CMU PARTITION 8"x8"x16" CONCRETE FILLED SILL BOND BEAM & TOP 6 3/16" RUNNER CHANEL SILL, SECURED TO BOND BEAM 6" METAL STUD @ 16" O.C.V.I.F.+/-5/8" GWB. EACH SIDE, TYP. EXISTING STEEL BEAM SECURE NEW METAL STUDS TO EXISTING BEAM W/ 3½"x3½ LIGHT GAUGE ANGLE SECURE NEW TOP PLATE TO EXISTING BEAM W/ 3½"x3½ LIGHT GAUGE ANGLE EXISTING STEEL BEAM 6 3/16" RUNNER TOP PLATE EXTEND WALL TO UNDERSIDE OF EXISTING ROOF DECK #4 VERTICAL REBAR @ 32" O.C. #4 DOWELS @ 32" O.C. PRE-DRILL & SET DOWELS IN EPOXY ADHESIVE FLOOR FINISH SOUND ATTENUATING BLANKET INSULATION "1" LAYER 5/8" GWB EACH SIDE, PAINTED TYPICAL 3 5/8" METAL STUD FRAMING @ 16" O.C. FASTEN AS SPECIFIED 3 13/16" METAL RUNNER SILL FASTEN AS SPECIFIED TO FLOOR BELOW, ON FOAM SEAL GASKET SUSPENDED CEILING CAULKING. TYP. A TYPE "A" TYPICAL NON-BEARING INTERIOR WALL W/ 3 5/8" MTL. STUD NR P.T. 2x4 ON 3 13/16" METAL RUNNER TOP PLATE FLOOR FINISH SOUND ATTENUATING BLANKET INSULATION "1" LAYER 5/8" GWB EACH SIDE, PAINTED TYPICAL 6" METAL STUD FRAMING @16" O.C. FASTEN AS SPECIFIED 6 3/16" METAL RUNNER SILL FASTEN AS SPECIFIED TO FLOOR BELOW, ON FOAM SEAL GASKET SUSPENDED CEILING CAULKING. TYP. STRUCTURE ABOVE B TYPE "A" TYPICAL BEARING WALL INTERIOR WALL W/ 6" MTL. STUD NR P.T. 2x6 ON 6 3/16" METAL RUNNER TOP PLATE FLOOR FINISH SOUND ATTENUATING BLANKET INSULATION "1" LAYER 5/8" GWB ONE SIDE, PAINTED TYPICAL 3 5/8" METAL STUD FRAMING @ 16" O.C. FASTEN AS SPECIFIED 3 13/16" METAL RUNNER SILL FASTEN AS SPECIFIED TO FLOOR BELOW, ON FOAM SEAL GASKET SUSPENDED CEILING CAULKING. TYP. C TYPE "C" TYPICAL NON-BEARING CHASE WALL W/ 3 5/8" MTL. STUD NR P.T. 2x4 ON 3 13/16" METAL RUNNER TOP PLATE FLOOR FINISH SOUND ATTENUATING BLANKET INSULATION "1" LAYER 5/8" GWB ONE SIDE, PAINTED TYPICAL 6" METAL STUD FRAMING @16" O.C. FASTEN AS SPECIFIED 6 3/16" METAL RUNNER SILL FASTEN AS SPECIFIED TO FLOOR BELOW, ON FOAM SEAL GASKET SUSPENDED CEILING CAULKING. TYP. D TYPE "D" TYPICAL BEARING WALL CHASE WALL W/ 6" MTL. STUD NR P.T. 2x6 ON 6 3/16" METAL RUNNER TOP PLATE A.2 *A.2 MATCH EXISTING WALL CONSTRUCTION & WIDTH STRUCTURE ABOVE STRUCTURE ABOVESTRUCTURE ABOVE Level 1 41'-6" T.O. STEEL 75'-11" 14 152 A4.1 8'-0"8'-0" H., 8" CMU WALL GWB. BOTH SIDES OF 6" METAL STUDS @ 16" O.C. -TAPED, PRIMED AND PAINTED EXISTING PRECAST CONCRETE WALLEXTEND NEW WALL TO UNDERSIDE OF ROOF EXISTING ROOF CONSTRUCTION EXISTING BEAM BEYOND EXISTING ROOF JOISTS STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.:203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM © Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/26/2022 1:07:33 PMH:\_Current Projects\Commercial\FedEx 225 Whites Path\Drawings\_Current Dwgs_\FedEx-Permit.rvtINTERIOR WALL TYPES 04 -25 -2022 A4.1ALTERATION TO EXISTINGWAREHOUSE & DISTRIBUTION CENTER225 WHITE'S PATHSOUTH YARMOUTH, MA 02664225 WHITES PATH UNITS 2&3 LLCNo. Description Date 3/4" = 1'-0"2 NEW SEPERATION WALL SECTION 1 1/2" = 1'-0"1 TYPICAL INTERIOR WALL ASSEMBLIES @ OFFICE AREA 1/4" = 1'-0"3 PARTIAL ELEVATION OF DEMIZING WALL STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.:203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM © Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/26/2022 1:07:35 PMH:\_Current Projects\Commercial\FedEx 225 Whites Path\Drawings\_Current Dwgs_\FedEx-Permit.rvtCOMPUTER ROOM DETAILS 04 -25 -2022 A4.2ALTERATION TO EXISTINGWAREHOUSE & DISTRIBUTION CENTER225 WHITE'S PATHSOUTH YARMOUTH, MA 02664225 WHITES PATH UNITS 2&3 LLCNo. Description Date X Y Z 1 1 3 A5.1 2 A5.1 C1 C1C4 NEW PARKING AREA CONCRETE RAMP, SEE STR. DWG'S FOR CONSTRUCTION DETAILS 60'-0"1'-3"12'-0"2'-6"12'-0"1'-3" 12 ( 37'-6" ) ( 37'-6" ) 13 A5.4 1 A5.4 2 4%8%4%10'-0"40'-0"10'-0"1/2" COMPRISABLE FILLER, TYP.CONCRETE WALL & FOOTING PER STR. DWG'SCONCRETE WALL & FOOTING PER STR. DWG'STRENCH DRAIN PER CIVIL DWG'S CONSTRUCTION JOINT CONSTRUCTION JOINT (SCJ) SAW-CUT CONSTRUCTION JOINT, TYPICAL SCJ SCJ SCJ SCJ SCJ SCJSCJSCJ SCJSCJSCJSCJA5.4 1 SIM TYP.1'-5 1/2"TYP.1'-6"10'-0 1/2"10'-0"10'-0"10'-0"59'-11 1/2"30'-0" TOP OF WALL ELEVATION VARIES Level 1 41'-6" 1 Grade 37'-0" 3 A5.1 A5.4 5 4% 4% 8% ( 37.50' ) 8% 4% 4%( 41.00' )TYP.3'-6"TYP.3'-6"CONCRETE WALL PER STR. DWG'S TOP OF WALL TO BE 3'-6" ABOVE RAMP SURFACE CONCRETE RAMP A6.1 2 10'-0"40'-0"10'-0" PATCH ASPHALT PAVING AS REQUIRED COORD. ALL GRADE ELEVATIONS W/ CIVIL DRAWINGS ( 41.40' ) ( 44.60' ) ( 45.00' ) 12" COMPACTED GRAVEL BASE COMPACTED STRUCTURAL FILL IN 8" TH. LAYERS, TYPICAL CONCRETE FOOTING BEYOND 6"⌀STEEL CONCRETE FILLED BOLLARD, INSTALL PER FXG SPEC.'S, TYP. NEW OVERHEAD DOOR B.O. F. EL. ( 32.50' ) Level 1 41'-6" X Y Z Grade 37'-0" 2 A5.1 14'-0"A6.1 1 12" COMP. GRAVEL BASE 1312 6"⌀STEEL CONCRETE FILLED BOLLARD, INSTALL PER FXG SPEC.'S, TYP. 12" COMP. GRAVEL BASE BELOW FOOTING, TYP. 12'-0"12'-0" RAMP -6" THICK CONCRETE SLAB ON GRAD STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.:203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM © Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/26/2022 1:07:38 PMH:\_Current Projects\Commercial\FedEx 225 Whites Path\Drawings\_Current Dwgs_\FedEx-Permit.rvtEXTERIOR NEW RAMP DETAILS @ PARKING AREA 04 -25 -2022 A5.1ALTERATION TO EXISTINGWAREHOUSE & DISTRIBUTION CENTER225 WHITE'S PATHSOUTH YARMOUTH, MA 02664225 WHITES PATH UNITS 2&3 LLC1/4" = 1'-0"1 EXTERIOR RAMP AT PARKING AREA 1/4" = 1'-0"2 PARKING AREA RAMP CROSS SECTION "A" 1/4" = 1'-0"3 PARKING AREA RAMP CROSS SECTION "B" No. Description Date DN7 6 5 4 3 2 1 A B C D 1 1 NEW DISTRIBUTION AREA CONCRETE RAMP RAMP, SEE STR. DWG.'S FOR CONSTRUCTION DETAILS 60'-0"1'-2"12'-0"2'-0"12'-0"1'-2" 6 7 ( 41.50' ) ( 36.90' )4.6%9.2%4.6%3 A5.2 2 A5.2 1'-6"1'-6"4.6%1/2" COMPRISABLE FILLER, TYP.CONCRETE WALL & FOOTING PER STR. DWG'SCONCRETE WALL & FOOTING PER STR. DWG'STRENCH DRAIN PER CIVIL DWG'S CONSTRUCTION JOINT (SCJ) SAW-CUT CONSTRUCTION JOINT, TYPICAL SCJ SCJ SCJ SCJ SCJSCJSCJ SCJSCJSCJSCJSCJ 30'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"60'-0"40'-0"TYP.1'-6"TYP.1'-6"SIM 3 A6.1 A5.4 3 A5.4 4 TOP OF WALL ELEVATION VARIES B.O. F. EL. ( 32'-6" ) 6'-0" W. x 11'-6"L. CONCRETE SLAB ON GRADE BELOW STEPS PRECAST CONCRETE LANDING & STEPS A5.4 3 1 6'-0"5'-0"5'-6"10'-6"11"11"11"11"11"11"1½"⌀42" H. STEEL GUARDRAIL & 1¼"⌀36" H. STEEL HANDRAIL MOUNTED TO INSIDE, TYP. @ EACH SIDE OF STAIR Level 1 41'-6" 1 3 A5.2 10'-0"40'-0"10'-0" 60'-0" 4.6% 9.2% 4.6% 4.6% 9.2% 4.6% TOP OF WALL TO BE 3'-6" ABOVE RAMP SURFACE CONCRETE RAMP CONCRETE WALL PER STR. DWG.'STYP.3'-6"TYP.3'-6"A6.1 2 Sim A5.4 5 Sim ( 45.00' ) ( 40.40' ) ( 36.90' ) PATCH ASPHALT PAVING AS REQUIRED COORD. ALL GRADE ELEVATIONS W/ CIVIL DRAWINGS 6"⌀STEEL CONCRETE FILLED BOLLARD, INSTALL PER FXG SPEC.'S, TYP. NEW OVERHEAD DOOR ( 40.86' ) ( 44.54' ) B.O. F. EL. ( 32.50' )BOTTOM OF FOOTING BEYOND ( 41.50' ) 12" COMPACTED GRAVEL BASE COMPACTED STRUCTURAL FILL IN 8" TH. LAYERS, TYPICAL Level 1 41'-6" B C D Grade 37'-0" 2 A5.2 A6.1 1 Sim 30'-0" 12'-0"12'-0"14'-0"76 12" COMP. GRAVEL BASE 6"⌀STEEL CONCRETE FILLED BOLLARD, INSTALL PER FXG SPEC.'S, TYP. 12" COMP. GRAVEL BASE BELOW FOOTING, TYP. RAMP -6" THICK CONCRETE SLAB ON GRADE STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.:203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM © Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/26/2022 1:07:40 PMH:\_Current Projects\Commercial\FedEx 225 Whites Path\Drawings\_Current Dwgs_\FedEx-Permit.rvtEXTERIOR NEW RAMP DETAILS AT DISRIBUTION AREA 04 -25 -2022 A5.2ALTERATION TO EXISTINGWAREHOUSE & DISTRIBUTION CENTER225 WHITE'S PATHSOUTH YARMOUTH, MA 02664225 WHITES PATH UNITS 2&3 LLCNo. Description Date 1/4" = 1'-0"1 EXTERIOR RAMP AT DISTRIBUTION AREA 1/4" = 1'-0"2 DISTRIBUTION AREA RAMP CROSS SECTION "A" 1/4" = 1'-0"3 DISTRIBUTION AREA RAMP CROSS SECTION "B" 7 U' 3'-0"4'-0"4'-0"+/- 1'-0"METAL GUARDRAIL PER ACCESS HATCH MFG. 6 A5.3 PROPOSED 4'-0"x4'-0" INSULATED ROOF ACCESS HATCH ROOF ACCESS HATCH COVER OSHA MANDATED GUARDS EXISTING ROOF ASSEMBLY (V.I.F.) EXISTING EPDM ROOF MEMBRANE COUNTER FLASHING, CORNERS FULL WELDED 2x4 NAILER PER RTU. MFG. 1 1/2" CONTINUOUS RIGID INSULATION EXTEND ROOF MEMBRANE, 8" MIN. SHEET METAL ROOFING SEAM PLATE W/ APPROVED SCREWS 12" O.C. MAX. PER EPDM MEMBRANE MFG. SPLICE TAPE PER EPDM MEMBRANE MFG. CONTINUOUS BEAD OF LAP SEALANT PER EPDM MEMBRANE MFG. FIRE RATED P.T. BLOCKING AS REQUIRED8" MIN.PROPOSED STEEL BEAM ATTACHED TO EXISTING MAIN STEEL BEAMS, PER STR. DWG.'S , TYP. AT ALL FOUR SIDES U 7 U'EXISTING STEEL BEAMEXISTING STEEL BEAM EXISTING BAR JOIST 4'-0"4'-0"4'-0"x4'-0" ROOF ACCESS HATCH OPENING STR. MEMBER ROOF ACCESS HACH SUPPORT PER STR. DWG.'S, TYP. AT ALL FOUR SIDES EXISTING ROOF ASSEMBLY6 A5.3 T.O. STEEL 75'-11" 7 EXISTING ROOF ASSEMBLY (V.I.F.) EXISTING EPDM ROOF MEMBRANE COUNTER FLASHING, CORNERS FULL WELDED 2x4 NAILER PER RTU. MFG. PROPOSED INSULATED ROOF ACCESS HATCH 1 1/2" CONTINUOUS RIGID INSULATION EXTEND ROOF MEMBRANE, 8" MIN. EXISTING MAIN STEEL BEAM SHEET METAL ROOFING SEAM PLATE W/ APPROVED SCREWS 12" O.C. MAX. PER EPDM MEMBRANE MFG. SPLICE TAPE PER EPDM MEMBRANE MFG. CONTINUOUS BEAD OF LAP SEALANT PER EPDM MEMBRANE MFG. FIRE RATED P.T. BLOCKING AS REQUIRED8" MIN.STR. MEMBER ROOF ACCESS HACH SUPPORT PER STR. DWG.'S, TYP. AT ALL FOUR SIDES STELL LADDER & STRINGER STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.:203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM © Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/26/2022 1:07:41 PMH:\_Current Projects\Commercial\FedEx 225 Whites Path\Drawings\_Current Dwgs_\FedEx-Permit.rvtTYPICAL ROOF OPENING DETAILS 04 -25 -2022 A5.3ALTERATION TO EXISTINGWAREHOUSE & DISTRIBUTION CENTER225 WHITE'S PATHSOUTH YARMOUTH, MA 02664225 WHITES PATH UNITS 2&3 LLCNo. Description Date 1" = 1'-0"1 PROPOSED ROOF ACCESS HATCH PLAN 3" = 1'-0"3 TYPICAL EXHAUST FAN DETAIL 1" = 1'-0"5 PROPOSED ROOF ACCESS HATCH REFLECTED CEILING PLAN 3" = 1'-0"6 ROOF ACCESS HATCH SECTION DETAIL Level 1 41'-6" Grade 37'-0" STEEL BOLLARD PER FXG SPEC.'S SEE STRUCTURAL DRAWINGS FOR REINF. REQUIRMENTS. 6" SLOPED CONCRETE RAMP W/ THICKEN EDGES 1"x1" CHAMFER @ TOP EDGE, TYP. CONCRETE FOOTING PER STR. DWG.'S CONCRETE RETAINING WALL PER STR. DWG.'S 4'-0" MIN.12" COMPACTED GRAVEL BASE COMPACTED STRUCTURAL FILL IN 8" LAYERS, TYP. SEE CIVIL DRAWINGS FOR GRADE SURFACE REQUIRMENTS TOP ELEVATION PER CIVIL DWG.'S 6" SLOPED CONCRETE RAMP PER PLAN 8"8"MIN.8".1/2" EXPANSION JOINT SITE TRENCH DRAIN 12" THICK COMPACTED GRAVEL BASE UNDISTURBED EARTH OR COMPACTED STRUCTURAL FILL PATCH & REPAIR ASPHALT PAVING 12" MIN. COMP. GRAVEL BASE Level 1 41'-6" 1 Grade 37'-0" 6'-0" W. x 11'-0"L. x 6" THICK. CONCRETE SLAB ON GRADE BELOW STEPS PRECAST CONCRETE LANDING & STEPS, VERIFY SIZE & HEIGHT & SUBMIT SHOP DRAWING FOR APPROVAL 1½"⌀42" H. STEEL GUARDRAIL & 1¼"⌀36" H. STEEL HANDRAIL MOUNTED TO INSIDE, TYP. @ EACH SIDE OF STAIR TYP.7"LANDING 5'-0" MIN. SECURE RAIL POSTS TO CONCRETE W/ MECH. FASTERNERS * RAILING ASSEMBLIES TO BE PREFABRICATED, SHOP PRIMED & SHOP PAINTED PRIOR TO DELIVERY & INSTALLATION 1 4'-0"12'-0" A.F.F.6" / 1'-0"FABRIC CANOPY ON ALUMINUM FRAME SYSTEM AS MFG. BY DORCHESTER AWNING CO. OR APPROVED EQUAL, COLOR: BLACKSTAINLESS STEEL THRU BOLTS @ THIRD POINTS OF PRECAST CONCRETE PANEL STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.:203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM © Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/26/2022 1:07:42 PMH:\_Current Projects\Commercial\FedEx 225 Whites Path\Drawings\_Current Dwgs_\FedEx-Permit.rvtPROPOSED EXTERIOR DETAILS 04 -25 -2022 A6.1ALTERATION TO EXISTINGWAREHOUSE & DISTRIBUTION CENTER225 WHITE'S PATHSOUTH YARMOUTH, MA 02664225 WHITES PATH UNITS 2&3 LLCNo. Description Date 3/4" = 1'-0"1 TYPICAL CONCRETE WALL DETAIL @ RAMPS 1" = 1'-0"2 TYPICAL DRAINAGE DETAIL @ EXTERIOR RAMPS 1/2" = 1'-0"3 EXTERIOR STAIR ELEVATION * SEE FXG SPEC.'S & STANDARD DETAIL REF. NO. 02522-011 1" = 1'-0"4 EXTERIOR CANOPY DETAIL EQ.23".EQ.43" A.F.F.32".DOOR TYPE "C" DOOR TYPE "B"7'-0"DOOR TYPE "A" 3'-0" 3'-0"7'-0"3'-0"43" A.F.F.2'-6"6 1/2"6"7'-0"12'-2"14'-1"3/4 DOOR WIDTH WIDTH 1/4 DOOR 43" A.F.F.7" H. x 24" L. WINDOW LITE DOOR TYPE "D" 1" 1" OVERLAP @ JAMBS & HEAD, TYP.8'-1"DOOR TYPE "E" DOOR TYPE "B1" 3'-0"7'-0"HOLLOW METAL DOOR WOOD VENEER DOOR DOOR TYPE "F" 6'-0"7'-0"1" OVERLAP @ JAMBS & HEAD, TYP. 8'-2" 1" 1"DOOR TYPE "O" 3'-0"7'-0"OPEN 8'-0"2"2'-10"2"4'-8"2"2"3'-9"2"3'-9"2" 8'-0" WINDOW TYPE "SF1"4'-0"5'-0" WINDOW TYPE "W1" STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.:203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM © Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/26/2022 1:07:43 PMH:\_Current Projects\Commercial\FedEx 225 Whites Path\Drawings\_Current Dwgs_\FedEx-Permit.rvtSCHEDULES 04 -25 -2022 A9.1ALTERATION TO EXISTINGWAREHOUSE & DISTRIBUTION CENTER225 WHITE'S PATHSOUTH YARMOUTH, MA 02664225 WHITES PATH UNITS 2&3 LLCDoor Schedule Mark SIZE DOOR H.W. SET CommentsWidth Height Thickness Type MATERIAL 1 3'-0" 7'-0" 1 3/4" B HM. HW # 2 2 3'-0" 7'-0" 1 3/4" B HM. HW # 2 3 3'-0" 7'-0" 1 3/4" B HM. HW # 2 4 3'-0" 7'-0" 1 3/4" B HM. HW # 2 5 3'-0" 7'-0" 1 3/4" C HM. HW # 1 6 12'-2" 14'-1" 2 1/2" D HM. INSULATED DOOR OVERHEAD DOOR 7 12'-2" 14'-1" 2 1/2" D HM. INSULATED DOOR OVERHEAD DOOR 8 8'-2" 8'-1" 2" E HM. INSULATED DOOR OVERHEAD DOOR 9 8'-2" 8'-1" 2" E HM. INSULATED DOOR OVERHEAD DOOR 10 8'-2" 8'-1" 2" E HM. INSULATED DOOR OVERHEAD DOOR 11 8'-2" 8'-1" 2" E HM. INSULATED DOOR OVERHEAD DOOR 12 12'-2" 14'-1" 2 1/2" D HM. 13 12'-2" 14'-1" 2 1/2" D HM. 14 3'-0" 7'-0" 1 3/4" C HM. HW # 15 15 3'-0" 7'-0" 1 3/4" B1 HM. HW # 18 16 3'-0" 7'-0" 1 3/4" B1 HM. HW # 3 17 3'-0" 7'-0" 1 3/4" B1 HM. HW # 7 EXISTING DOOR 18 3'-0" 7'-0" 1 3/4" B1 HM. HW # 7 EXISTING DOOR 19 3'-0" 7'-0" 1 3/4" A HM. HW # 2 20 3'-0" 7'-0" 1 3/4" A HM. HW # 2 21 3'-0" 7'-0" 1 3/4" A HM. HW # 2 22 3'-0" 7'-0" 1 3/4" C WOOD VENEER HW # 7 EXISTING DOOR 23 3'-0" 7'-0" 1 3/4" C WOOD VENEER HW # 7 EXISTING DOOR 24 3'-0" 7'-0" 1 3/4" A HM. HW # 16 25 3'-0" 7'-0" 1 3/4" B1 HM. HW # 3 26 3'-0" 7'-0" 1 3/4" C HM. HW # 16 29 6'-0" 7'-0" 1 3/4" F HM. 30 5'-0" 7'-0" -- HM.trustile by others 31 3'-0" 7'-0" 1 3/4" B1 HM. HW # 3 32 3'-0" 7'-0" O HM. N / A METAL FRAME ONLY No. Description Date Room Finish Schedule No. Name ABBREV.FLOOR BASE WALLS CEILING CLG. HEIGHT REMARKS 001 TRAINING / MEETING ROOM VCT 4" VINYL PAINTED ACT 8'-0" 002 P&D CHECK-IN VCT 4" VINYL PAINTED ACT 8'-0" 003 CLOSET VCT 4" VINYL PAINTED ACT 8'-0" 004 SENIOR MANAGER VCT 4" VINYL PAINTED ACT 8'-0" 005 OPEN AREA / KITCHENETTE VCT 4" VINYL PAINTED ACT 8'-0" 006 WOMEN'S EXISTING EXISTING PAINTED EXISTING 8'-0" 007 MEN'S EXISTING EXISTING PAINTED EXISTING 8'-0" 008 OPS MGRS / COORDS VCT 4" VINYL PAINTED ACT 8'-0" 009 GENERAL STORAGE VCT 4" VINYL PAINTED ACT 8'-0" 010 P&D MANAGER VCT 4" VINYL PAINTED ACT 8'-0" 011 SORT MANAGER VCT 4" VINYL PAINTED ACT 8'-0" 012 COMPITER ROOM VCT 4" VINYL PAINTED ACT 9'-10" 013 HALL VCT 4" VINYL PAINTED ACT 8'-0" 014 ENTRY / LOCKERS VCT 4" VINYL PAINTED ACT 9'-10" 015 PACKAGE PICK-UP VCT 4" VINYL PAINTED ACT 9'-10" 016 JAN.VCT 4" VINYL PAINTED ACT 9'-10" 017 ICE MAKER VCT 4" VINYL PAINTED ACT 9'-10" 018 DISTRIBUATION AREA EXISTING CONCRETE NOTE # 5 EXISTING NONE 35'-0" 019 PARKING AREA EXISTING CONCRETE NOTE # 5 EXISTING NONE 35'-0" ROOM FINISH NOTES: 1.IF AREA ABOVE CEILING SYSTEM IS OCCUPIED BY HVAC EQUIPMENT, PROVIDE ADEQUATE ACCESS FOR SERVICE TO SAID UNIT(S). 2.ALL OFFICE AREA CORRIDORS SHALL BE FINISHED TO MATCH THE GENERAL OFFICE. 3.EXISTING BUILDINGS/EXPANSIONS ONLY: EXPANDED OFFICE AREA SHALL MATCH EXISTING FINISHES/COLORS. NEW OFFICE AREA, IF PROVIDED, SHALL FOLLOW SPECIFIED FINISHES/COLORS. 4.PROVIDE ALTERNATE PRICING FOR MODULAR WALLS, DOORS, WINDOWS, COUNTERS, AND SHELVING IN ALL ROOMS; WITH THE EXCEPTION OF TOILET ROOMS, JANITOR ROOMS, TELECOMM ROOMS, COMPUTER ROOMS, AND KITCHENETTES. REFER TO SPECIFICATION FOR APPROVED SUPPLIERS. 5.PROVIDE 4" VINYL BASE AT OUTSIDE OF OFFICE AREA WALLS. 1/2" = 1'-0" DOOR TYPES Window Schedule Mark Family SIZE MATERIAL CommentsWidth Height Sill Height SF1 STOREFRONT 8'-0" 8'-0" 0" Aluminum W1 HORIZONTAL SLIDING 5'-0" 4'-0" 3'-0" Aluminum 1/2" = 1'-0" WINDOW TYPE STAMP:TITLE:CONSULTINGSTRUCTURALENGINEER, INC.336 Baker AvenueConcord, MA 01742www.cse-ma.comDATE ISSUED:DRAWN BY:DRAWING NO.:CSE PROJECT #:KEP04/25/2205841REVISIONS:NO.DESCRIPTIONDATEWAREHOUSE & DISTRIBUTION CENTER ALTERATIONS 225 WHITE'S PATH SOUTH YARMOUTH, MA 02664 225 WHITES PATH UNITS B&C LLC KEY PLANUNIT BUNIT CABDCSCALE:STRUCTURALGENERAL NOTESANDABBREVIATIONSS0.1AS NOTED STAMP:TITLE:CONSULTINGSTRUCTURALENGINEER, INC.336 Baker AvenueConcord, MA 01742www.cse-ma.comDATE ISSUED:DRAWN BY:DRAWING NO.:CSE PROJECT #:KEP04/25/2205841REVISIONS:NO.DESCRIPTIONDATEWAREHOUSE & DISTRIBUTION CENTER ALTERATIONS 225 WHITE'S PATH SOUTH YARMOUTH, MA 02664 225 WHITES PATH UNITS B&C LLC KEY PLANUNIT BUNIT CABDCSCALE:STRUCTURALGENERAL NOTESANDABBREVIATIONSS0.2AS NOTED STAMP:TITLE:CONSULTINGSTRUCTURALENGINEER, INC.336 Baker AvenueConcord, MA 01742www.cse-ma.comDATE ISSUED:DRAWN BY:DRAWING NO.:CSE PROJECT #:KEP04/25/2205841REVISIONS:NO.DESCRIPTIONDATEWAREHOUSE & DISTRIBUTION CENTER ALTERATIONS 225 WHITE'S PATH SOUTH YARMOUTH, MA 02664 225 WHITES PATH UNITS B&C LLC KEY PLANUNIT BUNIT CABDCSCALE:STRUCTURALDETAILSS0.3AS NOTED STAMP:TITLE:CONSULTINGSTRUCTURALENGINEER, INC.336 Baker AvenueConcord, MA 01742www.cse-ma.comDATE ISSUED:DRAWN BY:DRAWING NO.:CSE PROJECT #:KEP04/25/2205841REVISIONS:NO.DESCRIPTIONDATEWAREHOUSE & DISTRIBUTION CENTER ALTERATIONS 225 WHITE'S PATH SOUTH YARMOUTH, MA 02664 225 WHITES PATH UNITS B&C LLC KEY PLANUNIT BUNIT CABDCSCALE:STRUCTURALDETAILS &MEZZANINEFRAMING PLANS0.4AS NOTED STAMP:TITLE:CONSULTINGSTRUCTURALENGINEER, INC.336 Baker AvenueConcord, MA 01742www.cse-ma.comDATE ISSUED:DRAWN BY:DRAWING NO.:CSE PROJECT #:KEP04/25/2205841REVISIONS:NO.DESCRIPTIONDATEWAREHOUSE & DISTRIBUTION CENTER ALTERATIONS 225 WHITE'S PATH SOUTH YARMOUTH, MA 02664 225 WHITES PATH UNITS B&C LLC KEY PLANUNIT BUNIT CABDCSCALE:PARTIALFOUNDATIONPLANS1.0AABCD1/8" = 1'-0" STAMP:TITLE:CONSULTINGSTRUCTURALENGINEER, INC.336 Baker AvenueConcord, MA 01742www.cse-ma.comDATE ISSUED:DRAWN BY:DRAWING NO.:CSE PROJECT #:KEP04/25/2205841REVISIONS:NO.DESCRIPTIONDATEWAREHOUSE & DISTRIBUTION CENTER ALTERATIONS 225 WHITE'S PATH SOUTH YARMOUTH, MA 02664 225 WHITES PATH UNITS B&C LLC KEY PLANUNIT BUNIT CABDCSCALE:PARTIALFOUNDATIONPLANS1.0B1/8" = 1'-0" STAMP:TITLE:CONSULTINGSTRUCTURALENGINEER, INC.336 Baker AvenueConcord, MA 01742www.cse-ma.comDATE ISSUED:DRAWN BY:DRAWING NO.:CSE PROJECT #:KEP04/25/2205841REVISIONS:NO.DESCRIPTIONDATEWAREHOUSE & DISTRIBUTION CENTER ALTERATIONS 225 WHITE'S PATH SOUTH YARMOUTH, MA 02664 225 WHITES PATH UNITS B&C LLC KEY PLANUNIT BUNIT CABDCSCALE:PARTIALFOUNDATIONPLANS1.0C1/8" = 1'-0" STAMP:TITLE:CONSULTINGSTRUCTURALENGINEER, INC.336 Baker AvenueConcord, MA 01742www.cse-ma.comDATE ISSUED:DRAWN BY:DRAWING NO.:CSE PROJECT #:KEP04/25/2205841REVISIONS:NO.DESCRIPTIONDATEWAREHOUSE & DISTRIBUTION CENTER ALTERATIONS 225 WHITE'S PATH SOUTH YARMOUTH, MA 02664 225 WHITES PATH UNITS B&C LLC KEY PLANUNIT BUNIT CABDCSCALE:PARTIALFOUNDATIONPLANS1.0D1/8" = 1'-0" STAMP:TITLE:CONSULTINGSTRUCTURALENGINEER, INC.336 Baker AvenueConcord, MA 01742www.cse-ma.comDATE ISSUED:DRAWN BY:DRAWING NO.:CSE PROJECT #:KEP04/25/2205841REVISIONS:NO.DESCRIPTIONDATEWAREHOUSE & DISTRIBUTION CENTER ALTERATIONS 225 WHITE'S PATH SOUTH YARMOUTH, MA 02664 225 WHITES PATH UNITS B&C LLC KEY PLANUNIT BUNIT CABDCSCALE:INTERSTITIALFRAMING PLANAREA-AS2.1A1/8" = 1'-0" STAMP:TITLE:CONSULTINGSTRUCTURALENGINEER, INC.336 Baker AvenueConcord, MA 01742www.cse-ma.comDATE ISSUED:DRAWN BY:DRAWING NO.:CSE PROJECT #:KEP04/25/2205841REVISIONS:NO.DESCRIPTIONDATEWAREHOUSE & DISTRIBUTION CENTER ALTERATIONS 225 WHITE'S PATH SOUTH YARMOUTH, MA 02664 225 WHITES PATH UNITS B&C LLC KEY PLANUNIT BUNIT CABDCSCALE:INTERSTITIALFRAMING PLANAREA-BS2.1B1/8" = 1'-0" STAMP:TITLE:CONSULTINGSTRUCTURALENGINEER, INC.336 Baker AvenueConcord, MA 01742www.cse-ma.comDATE ISSUED:DRAWN BY:DRAWING NO.:CSE PROJECT #:KEP04/25/2205841REVISIONS:NO.DESCRIPTIONDATEWAREHOUSE & DISTRIBUTION CENTER ALTERATIONS 225 WHITE'S PATH SOUTH YARMOUTH, MA 02664 225 WHITES PATH UNITS B&C LLC KEY PLANUNIT BUNIT CABDCSCALE:INTERSTITIALFRAMING PLANAREA-CS2.1C1/8" = 1'-0" STAMP:TITLE:CONSULTINGSTRUCTURALENGINEER, INC.336 Baker AvenueConcord, MA 01742www.cse-ma.comDATE ISSUED:DRAWN BY:DRAWING NO.:CSE PROJECT #:KEP04/25/2205841REVISIONS:NO.DESCRIPTIONDATEWAREHOUSE & DISTRIBUTION CENTER ALTERATIONS 225 WHITE'S PATH SOUTH YARMOUTH, MA 02664 225 WHITES PATH UNITS B&C LLC KEY PLANUNIT BUNIT CABDCSCALE:INTERSTITIALFRAMING PLANAREA-DS2.1D1/8" = 1'-0" STAMP:TITLE:CONSULTINGSTRUCTURALENGINEER, INC.336 Baker AvenueConcord, MA 01742www.cse-ma.comDATE ISSUED:DRAWN BY:DRAWING NO.:CSE PROJECT #:KEP04/25/2205841REVISIONS:NO.DESCRIPTIONDATEWAREHOUSE & DISTRIBUTION CENTER ALTERATIONS 225 WHITE'S PATH SOUTH YARMOUTH, MA 02664 225 WHITES PATH UNITS B&C LLC KEY PLANUNIT BUNIT CABDCSCALE:ROOF FRAMINGPLANAREA-AS2.2A1/8" = 1'-0" STAMP:TITLE:CONSULTINGSTRUCTURALENGINEER, INC.336 Baker AvenueConcord, MA 01742www.cse-ma.comDATE ISSUED:DRAWN BY:DRAWING NO.:CSE PROJECT #:KEP04/25/2205841REVISIONS:NO.DESCRIPTIONDATEWAREHOUSE & DISTRIBUTION CENTER ALTERATIONS 225 WHITE'S PATH SOUTH YARMOUTH, MA 02664 225 WHITES PATH UNITS B&C LLC KEY PLANUNIT BUNIT CABDCSCALE:ROOF FRAMINGPLANAREA-BS2.2B1/8" = 1'-0" STAMP:TITLE:CONSULTINGSTRUCTURALENGINEER, INC.336 Baker AvenueConcord, MA 01742www.cse-ma.comDATE ISSUED:DRAWN BY:DRAWING NO.:CSE PROJECT #:KEP04/25/2205841REVISIONS:NO.DESCRIPTIONDATEWAREHOUSE & DISTRIBUTION CENTER ALTERATIONS 225 WHITE'S PATH SOUTH YARMOUTH, MA 02664 225 WHITES PATH UNITS B&C LLC KEY PLANUNIT BUNIT CABDCSCALE:ROOF FRAMINGPLANAREA-CS2.2C1/8" = 1'-0" STAMP:TITLE:CONSULTINGSTRUCTURALENGINEER, INC.336 Baker AvenueConcord, MA 01742www.cse-ma.comDATE ISSUED:DRAWN BY:DRAWING NO.:CSE PROJECT #:KEP04/25/2205841REVISIONS:NO.DESCRIPTIONDATEWAREHOUSE & DISTRIBUTION CENTER ALTERATIONS 225 WHITE'S PATH SOUTH YARMOUTH, MA 02664 225 WHITES PATH UNITS B&C LLC KEY PLANUNIT BUNIT CABDCSCALE:ROOF FRAMINGPLANAREA-DS2.2D1/8" = 1'-0" . FACP PRESSURE INDICATOR VALVE POUNDS PER SQUARE INCH OUTSIDE SCREW AND YOLK REVOLUTIONS PER MINUTE REDUCED PRESSURE BACKFLOW PREVENTER FIRE ALARM CONTROL PANEL FIRE PUMP CONTROLLER FLOW SWITCH GALLONS PER HOUR GALLONS PER MINUTE TOTAL DEVELOPED HEAD DRY FIRE ALARM FIRE DEPARTMENT FIRE PROTECTION FEET PER MINUTE VOLTS TYPICAL TAMPER SWITCH VELOCITY PRESSURE SWITCH NOT TO SCALE PRESSURE DROP CORROSION RESISTANT ABOVE FINISHED FLOOR NORMALLY OPEN SURFACE MOUNTED FIRE PUMP TEST HEADER FLUSH MOUNTED FIRE PUMP TEST HEADER POST INDICATOR VALVE FIRE DEPARTMENT CONNECTION SITE GLASS ANGLE VALVE "DRY" ALARM VALVE RISER "WET" ALARM VALVE RISER ALARM BELL SYMBOL SPRINKLER MAIN (WET) DESCRIPTION RELIEF VALVE BUTTERFLY VALVE GATE VALVE OS&Y GATE VALVE CHECK VALVE BALL VALVE/DRAIN VALVE UNION CONNECT NEW TO EXISTING PRESSURE GAUGE PRESSURE REDUCING VALVE TAMPER SWITCH FLOW SWITCH PUMP STRAINER REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY AND DRAIN DOUBLE CHECK VALVE ASSEMBLY ABBREVIATION DESCRIPTION EXTENDED COVERAGE INTERMEDIATE TEMPERATURE CLASSIFICATION ENTRY 15000.1LIGHT HAZARD APPLICATION (SF) AREA OF 1500 DENSITY (GPM/SF) 0.1PACKAGE PICK-UP AREA CLASSIFICATION LIGHT HAZARD OCCUPANCY 15000.1LOCKERS LIGHT HAZARD 1. THESE GENERAL NOTES ARE APPLICABLE TO ALL FIRE PROTECTION DRAWINGS. 2.DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL INTENT OF WORK, SEE DETAILS, RISERS, AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 3.THE DRAWINGS INDICATE A SUGGESTED SPRINKLER HEAD LAYOUT AND THAT EACH AREA IS COVERED BY SPRINKLER PROTECTION AS REQUIRED BY ALL APPLICABLE STATE BUILDING AND FIRE CODES. THE SPRINKLER QUANTITIES SHALL NOT BE COUNTED AS A TAKE OFF OR AS EXACT LOCATIONS. EXACT SPACING, DENSITY, AND LOCATION REQUIREMENTS SHALL BE AS DICTATED BY NFPA 13. 4.FLOW DATA PERFORMED ON 11-10-15 AT A HYDRANT LOCATED AT WHITES PATH WAS RECORDED AS FOLLOWS: STATIC PRESSURE:168 PSI RESIDUAL PRESSURE: 110.0 PSI FLOW RATE:2297 GPM THIS FLOW DATA SHALL BE USED AS A GUIDE BY THE CONTRACTOR. THE CONTRACTOR SHALL PERFORM AN ADDITIONAL FLOW TEST TO VERIFY THIS INFORMATION. INFORMATION FROM THE CONTRACTOR'S FLOW TEST SHALL BE USED FOR HYDRAULIC CALCULATIONS. 5.EXISTING FIRE PUMP OPERATING CONDITIONS ARE LOCATED IN THE FIRE PUMP SHED. THIS FLOW DATA SHALL BE USED AS A GUIDE BY THE CONTRACTOR. THE CONTRACTOR SHALL PERFORM AN ADDITIONAL FIRE PUMP FLOW TEST TO VERIFY THIS INFORMATION. INFORMATION FROM THE CONTRACTORS TEST SHALL BE USED FOR HYDRAULIC CALCULATIONS. 6. 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS INCLUDING EXISTING TEE OUTLET SIZE FOR ALL RETURN BEND ASSEMBLIES. BEFORE ANY NEW WORK STARTS, THE CONTRACTOR SHALL DETERMINE THAT ALL EXISTING OUTLETS ARE A MINIMUM OF ONE INCH. IF IT IS DETERMINED THE EXISTING OUTLET SIZE IS LESS THAN ONE INCH, ALL SPRINKLER WORK SHALL STOP AND IT SHALL BE BROUGHT TO THE ARCH/ENGINEERS ATTENTION. THE CONTRACTOR SHALL NOT PROCEED WITH WORK UNTIL DIRECTION IS GIVEN BY THE ARCH/ENGINEER. 8. COMBINED INSIDE AND OUTSIDE HOSE STREAM ALLOWANCE FOR HYDRAULIC CALCULATIONS SHALL BE 100 GPM. 9. HYDRAULIC CALCULATIONS SHALL INCLUDE A SAFETY FACTOR OF 10%. 10. PIPE VELOCITY AT ANY POINT OF THE SYSTEM SHALL NOT EXCEED 18FPS. INSTALLATION OF SPRINKLERS SHALL BE BASED ON THE FOLLOWING: NORMALLY CLOSED "DRY" PREACTION, DELUGE VALVE RISER HIGH TEMPERATURE CLASSIFICATION WIRE GUARD PRESSURE SWITCH DESCRIPTIONABBREVIATION REMOVE PIPE, FIXTURE OR EQUIPMENT ETR ER EXISTING TO REMAIN EXISTING TO BE RELOCATED R REMOVE 1.THE FIRE PROTECTION CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE EXISTING SYSTEM AND CONDITIONS IN AREAS OF RENOVATION. 2.ALL EXISTING PIPING AND EQUIPMENT SHOWN HAS BEEN TAKEN FROM THE BEST AVAILABLE EXISTING INFORMATION. THE DRAWINGS ARE DIAGRAMMATIC AND ALL PIPING AND DEVICES MAY NOT BE SHOWN. 3. 4. ALL PIPING TO BE REMOVED SHALL BE REMOVED COMPLETELY OR CAPPED AS SHOWN WITHOUT LEAVING ANY DEAD ENDED PIPING OR ABANDONED PIPING. 5. NO FIRE PROTECTION EQUIPMENT OR DEVICES THAT HAVE BEEN DISCONNECTED OR ABANDONED SHALL REMAIN. 6. IT IS THE INTENT OF THESE DRAWINGS THAT ANY AND ALL DEVICES REMOVED SHALL NOT BE REUSED SUCH AS SPRINKLERS, BUT ONLY NEW SHALL BE INSTALLED. 7. ANY SYSTEM OR EQUIPMENT TO REMAIN ACTIVE DURING RENOVATION SHALL BE KEPT IN OPERATION BY PROVIDING TEMPORARY CONNECTIONS AS REQUIRED UNTIL NEW SYSTEMS ARE INSTALLED AND OPERATIONAL. 8. ALL SERVICE INTERRUPTIONS SHALL BE COORDINATED WITH THE OWNER A MINIMUM OF 3 DAYS IN ADVANCE, THE FIRE MARSHALL MUST BE CONTACTED IN ADVANCE PRIOR TO COMMENCEMENT OF ANY WORK. 9. THE FIRE MARSHALL AND OR THE INSURANCE UNDERWRITER SHALL BE CONTACTED TO REVIEW AND APPROVE THE EXTENT OR PHASING OF THE FIRE PROTECTION DEMOLITION IN ORDER TO PROTECT THE OCCUPANTS AND PROPERTY. THESE DOCUMENTS DO NOT ADDRESS THE PHASING OF THE SYSTEM REMOVAL, ONLY THE EXTENT. THE FIRE PROTECTION CONTRACTOR SHALL ALSO REVIEW THE ARCHITECTURAL DEMOLITION DRAWINGS AS PART OF THIS CONTRACT FOR ADDITIONAL INFORMATION AND REQUIREMENTS.AFF CR D EC FA FACP FD FP FPC FPM FS GPH GPM HD HTC ITC N.C. N.O. NTS OS&Y PD PIV PS PSI RPBP RPM TS TYP V VEL WG ATS AUTOMATIC TRANSFER SWITCH DCV DOUBLE CHECK VALVE ELEV ELEVATION FDC FIRE DEPARTMENT CONNECTION FHV FIRE HOSE VALVE JP JOCKEY PUMP JPC JOCKEY PUMP CONTROLLER PA PREACTION PAC PREACTION ALARM VALVE CABINET PRV PRESSURE REDUCING VALVE SS SUPERVISORY SWITCH STANDPIPE PIPINGFP-STP PREACTION SPRINKLER PIPINGFP-PA FP-TH FIRE PUMP TEST HEADER PIPING FIRE DEPARTMENT CONNECTION PIPING DRAIN PIPING SPRINKLER MAIN (DRY) AUTOMATIC TRANSFER SWITCH FIRE PUMP CONTROLLER JOCKEY PUMP CONTROLLER PREACTION ALARM ASSEMBLY CABINET POST MOUNTED FIRE DEPARTMENT CONNECTION STORZ FIRE DEPARTMENT CONNECTION HOSE VALVE CABINET HVC HOSE VALVE CABINET PS ATS FPC JPC PAC HVC FIRE PROTECTION SYMBOL LEGEND FIRE PROTECTION ABBREVIATIONS SPRINKLER SYSTEM NOTES FIRE PROTECTION DEMOLITION LEGEND FIRE PROTECTION DEMOLITION NOTES 90° ELBOW DOWN 90° ELBOW UP TEE UP TEE DOWN DROP AND RUN FP-FDC FP-DRAIN FP-WET FP-FDC FP-DRY FIRE DEPARTMENT CONNECTION PIPING (BELOW GROUND) TS QUICK RESPONSE (QR)STANDARD (SR) ORQUICK RESPONSE (QR)STANDARD (SR) ORCOMMERCIAL SPRINKLER HEAD SCHEDULE FINISH*UPRIGHTSYMBOLK-FACTORPENDENTRECESSEDCONCEALEDABOVE CEILINGDRYINSTITUTIONALUL-LISTEDFM-APPROVED*ALL FINISHES ARE SUBJECT TO APPROVAL BY ARCHITECT. NOTE: FINISH*UPRIGHTSYMBOLK-FACTORCLASSIFICATIONPENDENTRECESSEDCONCEALED PENDENTWITH GUARDHORIZONTAL SIDEWALLDRYINSTITUTIONALUL-LISTEDFM-APPROVEDGENERAL LOCATION OF SPRINKLER HEADS (REFER TO DRAWINGS FOR ACTUAL LOCATIONS)MANUFACTURER & MODELEXTENDED COVERAGEMAXIMUM LISTED COVERAGE AREA L x W (FT) MINIMUM REQUIRED PRESSURE (PSI) NOTES: 1. ALL TYPES OF SPRINKLER HEADS SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. 2. PROVIDED SPRINKLER GUARDS IN MECHANICAL ROOMS, ELECTRICAL & TELECOM (I.T.) CLOSETS, UPS ROOMS AND ALL ROOMS WHERE SPRINKLERS MAY BE SUBJECT TO ACCIDENTAL DAMAGE. 3. ALL SPRINKLER HEADS THROUGHOUT SHALL BE OF ORDINARY TEMPERATURE RATING (135 - 17O DEG. F ), WITH THE FOLLOWING EXCEPTIONS: A. SPECIFIED IN TABLE BELOW AS INTERMEDIATE OR HIGH TEMPERATURE RATING. B. SPRINKLER HEADS LOCATED CLOSE TO KITCHEN EQUIPMENT, HEATERS, STEAM PIPE OR LOW-PRESSURE BLOW-OFF VALVE SHALL BE OF THE TEMPERATURE RATING AS REQUIRED BY APPLICABLE EDITION OF NFPA - 13. DRAWINGS, PREPARED BY THE FIRE PROTECTION CONTRACTOR SHALL BE COORDINATED WITH THE HVAC CONTRACTOR AND ALL HVAC EQUIPMENT WHICH CAN AFFECT THE RATING OF THE SPRINKLER HEADS. SPRINKLER HEADS SHALL BE CLEARLY IDENTIFIED ON THE SHOP DRAWINGS PRIOR TO SUBMISSION FOR APPROVAL. 4. ALL SPRINKLER HEAD SYMBOLS NOT SHOWN ON PLANS. REFER TO "GENERAL LOCATION" COLUMN FOR ESTIMATING. 5. SPRINKLER SELECTIONS ARE BASED ON PRODUCTS MANUFACTURED BY VIKING. RELIABLE AND/OR TYCO PRODUCTS SHALL BE CONSIDERED APPROVED EQUAL PRODUCTS AND ARE SUBJECT TO THE APPROVAL OF THE ENGINEER AND ARCHITECT. 6. SPRINKLER CONTRACTOR SHALL COORDINATE THE LOCATIONS OF SPRINKLER HEADS WITH STRUCTURAL ELEMENTS AND HVAC DUCTWORK. 5.6 QR5.6 QR COVER PLATE FACTORY-PAINTED WHITE. LIGHT & ORDINARY HAZARDSPACES & CORRIDORS WITH HUNG CEILINGS VIKING MODEL# VK462 15 x 15 7 PSI R S T U V W 1 2 3 4 U' TRAINING / MEETING ROOM P&D CHECK-IN SENIOR MANAGER MEN'SWOMEN'S KITCHENETTE ENTRY SORT MANAGER P&D MANAGER OPS MGRS / COORDS COMPUTER ROOM GENERAL STORAGE PACKAGE PICK-UP LOCKERS ENTRY PROVIDE NEW 1" BRANCH PIPING FOR NEW SPRINKLER HEADS. CONNECT TO EXISTING SPRINKLER MAIN PIPING. CONTRACTOR TO VERIFY IN FIELD EXACT LOCATION AND SIZE OF SPRINKLER MAINS (TYP.) GENERAL NOTES: 1. ALL SPRINKLER HEADS AND PIPING ARE EXISTING TO REMAIN UNLESS OTHERWISE NOTED. 2" WET ETR2" WET ETRNEW CEILING SPRINKLER EXISTING SPRINKLER BRANCH/MAIN SUPPORT AS REQUIRED PER NFPA 13 NEW ARM-OVER REMOVE EXISTING ARM-OVER BACK TO BRANCH PIPING. CONNECT NEW ARM OVER TO EXISTING BRANCH/MAIN OUTLET FINISHED CEILING STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.: 2022053.00203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382WWW.CAPEARCHITECTS.COM© Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/25/2022 4:27:07 PMC:\Users\rconnors\Documents\R22-2022053-MEP Central- 225 Whites Path - FedEx_rconnorsX6TUC.rvtFIRE PROTECTION PLAN 4/25/2022 FP0.1ALTERATION TO EXISTING225 WHITE'S PATHSOUTH YARMOUTH, MA 02664WAREHOUSE & DISTRIBUTION CENTER225 WHITES PATH 2&3 LLC1/16" = 1'-0"1 FIRE PROTECTION PART PLAN *NOT ALL ABBREVIATIONS MAY BE USED AS PART OF THIS PROJECT NTS2ARMOVER CONNECTION TO EXISTING OUTLET *NOT ALL SYMBOLS MAY BE USED AS PART OF THIS PROJECT No. Description Date JAMES L. SENATRO MECHANICAL NO. 53136 PLUMBING PIPING LEGEND SYMBOL DESCRIPTION PIPE RISE PIPE DROP PIPE TEE TOWARDS (UP IN PLAN) PIPE TEE AWAY (DOWN IN PLAN) PIPE DROP AND RUN DIRECTION OF FLOW CO DIRT LEG CLEANOUT UNION OR FLANGE BLIND FLANGE END CAP REDUCER COLD WATER HOT WATER HOT WATER RECIRCULATION SANITARY DRAIN/WASTE ABOVE FLOOR SANITARY DRAIN/WASTE BELOW FLOOR VENT INDIRECT WASTE STORM ABOVE FLOOR (PRIMARY) STORM BURIED (PRIMARY) STORM ABOVE FLOOR (SECONDARY) NATURAL GAS SAN SAN GREASE WASTE GREASE WASTE BELOW FLOOR TEMPERED WATER (65°F) V IW PST PST SST G GW GW TW PIPE TRAP GENERAL ABBREVIATIONS ACCESS DOOR ADJUSTABLE ABOVE FINISHED FLOOR ALTERNATE AUTHORITY HAVING JURISDICTION ACCESS PANEL ACID VENT ACID VENT THRU ROOF ACID WASTE BUILDING AUTOMATION SYSTEM BRITISH THERMAL UNIT BTU / HOUR BOTTOM OF PIPE CONDENSATE DRAIN CUBIC FEET PER HOUR CAST IRON CLEANOUT COLD WATER DIAMETER DOWN DOWN SPOUT NOZZLE DIRECT WASTE ELECTRICAL EXPANSION TANK EMERGENCY EYEWASH/SHOWER DEGREES FAHRENHEIT FLOOR CLEANOUT FINISHED FLOOR ELEVATION FINISHED GRADE CLEANOUT FULL LOAD AMPS FLOOR DRAIN FLOOR SINK FEET FEET HEAD GAS GALLONS GALLONS PER HOUR GALLONS PER MINUTE GAS SOLENOID VALVE GREASE WASTE GAS VENT HOSE BIB HOT WATER HEAD HORSEPOWER HERTZ HOT WATER RECIRCULATION INTERCEPTOR INVERT ELEVATION INDIRECT WASTE KILOWATT LAVATORY MAXIMUM MECHANICAL THOUSAND BTU PER HOUR MINIMUM CIRCUIT AMPACITY MINIMUM NOT IN CONTRACT NATURAL GAS NOT TO SCALE OVERFLOW DRAIN OIL WASTE PUMPED CONDENSATE DRAIN PLUMBING POUNDS PER SQUARE INCH GAUGE QUANTITY ROOF DRAIN REDUCED PRESSURE BACKFLOW PREVENTER ROOFTOP UNIT SANITARY SQUARE FEET SOIL STACK STORM SECONDARY STORM TEMPERATURE TEMPERED WATER TYPICAL VENT VENT STACK VENT THRU ROOF WASTE WASTE STACK WASTE AND VENT AD ADJ AFF ALT AHJ AP AV AVTR AW BAS BTU BTUH BOP CD CFH CI CO CW DIA DN DSN DW ELEC ET EWS °F FCO FFE FGCO FLA FLD FS FT FT WG G GALL GPH GPM GSV GW GV HB HW HD HP HZ HWR INT INV ELEV IW KW LAV MAX MECH MBH MCA MIN NIC NG NTS OD OW PCD PLBG PSIG QTY RD RPBP RTU SAN SQFT / SF SS ST SST TEMP TW TYP V VS VTR W WS W&V PLUMBING DEMOLITION GENERAL NOTES 1. ALL PIPING TO BE REMOVED SHALL BE REMOVED COMPLETELY OR AS OTHERWISE SHOWN OR INDICATED ON DRAWINGS. ALL PIPE HANGERS, SLEEVES, RISER CLAMPS, ETC. SHALL BE REMOVED COMPLETELY WITH PIPING. NO EXISTING HANGER SYSTEMS SHALL BE REUSED FOR NEW PIPING. 2. ALL PIPING TO BE REMOVED SHALL BE REMOVED TO BELOW FLOOR, ABOVE CEILING OR IN WALLS BACK TO MAINS OR SHUT OFF VALVES AT MAINS AND PROPERLY CAPPED PER CODE WITHOUT LEAVING DEAD ENDED PIPING. 3. NO EQUIPMENT OR DEVICES THAT HAVE BEEN DISCONNECTED AND OR ABANDONED SHALL REMAIN. 4. ALL EXISTING PIPING AND EQUIPMENT SHOWN HAS BEEN TAKEN FROM THE BEST AVAILABLE EXISTING INFORMATION. THE DRAWINGS ARE DIAGRAMMATIC AND ALL FIXTURES, PIPING, AND DEVICES MAY NOT BE SHOWN. THE INTENT OF THESE DRAWINGS IS THAT IN ALL AREAS OF RENOVATION THAT THEY ARE REMOVED, WHETHER OR NOT SHOWN (UNLESS INDICATED TO REMAIN). 5. THE PLUMBING CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE EXISTING SYSTEMS AND CONDITIONS IN AREAS OF RENOVATION. 6. ANY SYSTEMS OR EQUIPMENT TO REMAIN ACTIVE DURING RENOVATION SHALL BE KEPT IN OPERATION BY PROVIDING TEMPORARY PIPING CONNECTIONS AS REQUIRED UNTIL NEW SYSTEMS ARE INSTALLED AND OPERATIONAL. 7. THE PLUMBING CONTRACTOR SHALL COORDINATE WITH THE OWNER, CM, AND OR GENERAL CONTRACTOR ANY AND ALL PHASING OF THE PLUMBING DEMOLITION WORK IN ORDER TO SATISFY THE CONSTRUCTION SCHEDULE AND OWNERS OCCUPANCY REQUIREMENTS. 8. THE PLUMBING CONTRACTOR SHALL ALSO REVIEW THE ARCHITECTURAL DEMOLITION DRAWINGS AS PART OF THIS CONTRACT FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 9. ALL SERVICE INTERUPTIONS SHALL BE COORDINATED AND APPROVED WITH THE OWNER A MINIMUM OF 5 DAYS IN ADVANCE PRIOR TO COMMENCEMENT OF ANY WORK. 10. THE PLUMBING CONTRACTOR SHALL COORDINATE THEIR DEMOLITION WORK WITH THAT OF OTHER TRADES IN ORDER TO AVOID CONFLICTS. EQUIPMENT ABBREVIATIONS BOTTLE FILLER BACKFLOW PREVENTER CLEANOUT TEE EMERGENCY SHOWER EXPANSION TANK FLOOR CLEANOUT GREASE INTERCEPTOR HAND SINK WALL HYDRANT LAVATORY LAUNDRY TUB MOP SINK MIXING VALVE PUMP SINK SHOWER VALVE SEWAGE PUMP TRENCH DRAIN THERMOSTAT MIXING VALVE TRAP PRIMER TEMPERING VALVE URINAL VENT CAP WATER CLOSET WALL CLEANOUT WATER HEATER WATER HAMMER ARRESTOR WALL HYDRANT YARD HYDRANT BF BFP COT ES ET FCO GI HS HY L LT MS MV P S SH SP TD TMV TP TV U VC WC WCO WH WHA WHYD YH VALVE AND SYMBOL LEGEND SYMBOL DESCRIPTION THREE WAY AUTOMATIC CONTROL VALVE, MODULATING ACTUATOR AUTOMATIC CONTROL VALVE, MODULATING ACTUATOR THREE WAY AUTOMATIC CONTROL VALVE, TWO POSITION ACTUATOR AUTOMATIC CONTROL VALVE, TWO POSITION ACTUATOR BALL VALVE WITH HOSE BIBB, CAP & CHAIN (DRAIN VALVES) COMBINATION SHUT OFF/BALANCING VALVE (CIRCUIT SETTER) THERMOMETER PRESSURE GAUGE SAFETY RELIEF VALVE SOLENOID VALVE CHECK VALVE PRESSURE REDUCING VALVE GLOBE VALVE BUTTERFLY VALVE PLUG VALVE GATE VALVE BALL VALVE S OS&Y VALVE DOUBLE CHECK VALVE ASSEMBLY REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY AND DRAIN GATE VALVE IN ROAD CURB BOX BACKWATER VALVE PUMP WATER METER FLOOR DRAIN / FLOOR SINK / AREA DRAIN WITH PIPE TRAP ROOF / OVERFLOW DRAIN TRAP PRIMER GAS METER WATER HAMMER ARRESTOR VENT THRU ROOF GM TP M ADA ACCESSIBLE FIXTURE Y-PATTERN STRAINER GENERAL NOTES PIPING SYSTEM SPECIFIC NOTES: 1. PROVIDE ESCUTCHEONS AT EXPOSED PIPE PENETRATIONS OF CEILINGS AND WALLS 2. TOPS OF FLOOR DRAINS SHALL BE FLUSH WITH FINISHED FLOOR. 3. PROVIDE SHUT-OFF VALVES ON ALL BRANCH PIPING AND ON ALL SUPPLIES TO INDIVIDUAL FIXTURES AND EQUIPMENT. 4. SUPPORT PIPING FROM STRUCTURE. PROVIDE CLAMPS, OFFSETS, EXPANSION JOINTS, ANCHORS AND GUIDES AS NECESSARY TO PREVENT STRESS ON PIPING. 5. PROVIDE DRAIN WITH BALL VALVE, HOSE END VACUUM BREAKER, CAP AND CHAIN AT DOMESTIC WATER LOW POINTS AND PITCH PIPING TO DRAIN. 6. PROVIDE ACCESSIBLE CLEANOUTS AT THE BASE OF ALL STACKS. 7. ALL PLUMBING PIPING AND DRAINS SHALL BE PROTECTED FROM DEBRIS AND KEPT CLEAR OF BLOCKAGE DURING CONSTRUCTION. 8. PROVIDE DIELECTRIC FITTINGS WHEN JOINING PIPES OF DISSIMILAR METALS. GENERAL 1. GENERAL NOTES, SYMBOLS AND DETAILS ARE APPLICABLE TO ALL DRAWINGS WITHIN DIVISION 22. 2. DRAWINGS ARE DIAGRAMMATIC AND ARE INTENDED TO INDICATE CAPACITY, SIZE, APPROXIMATE LOCATION AND GENERAL ARRANGEMENT. DETERMINE EXACT LOCATIONS OF SYSTEMS AND COMPONENTS IN FIELD. 3. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 4. PROVIDE INFORMATION AND HARDWARE AS NECESSARY TO COORDINATE CONCRETE PADS AND STEEL PLATFORMS REQUIRED FOR PLUMBING WORK. 5. COORDINATE ROOF AND WALL PENETRATIONS WITH WORK OF OTHER SECTIONS AND WITH FLASHING REQUIREMENTS. COORDINATE SLAB PENETRATIONS WITH WORK OF OTHER SECTIONS. 6. RUN PIPING CONCEALED, UNLESS SPECIFIED OTHERWISE, AND CLEAR OF CEILING INSERTS. 7. COORDINATE WORK OF THIS SECTION WITH THAT OF OTHER SECTIONS AND WITH ALL TRADES INVOLVED. PROVIDE OFFSETS IN PIPING AROUND OBSTRUCTIONS. 8. NOT ALL ACCESS DOORS HAVE BEEN SHOWN ON THE PLANS FOR CLARITY. PROVIDE ACCESS PANELS THROUGH BUILDING ASSEMBLIES TO SERVICE AND MAINTAIN EQUIPMENT UNLESS SUCH EQUIPMENT IS INSTALLED IN EXPOSED LOCATIONS OR ABOVE LAY-IN CEILINGS. COORDINATE THE LOCATION OF ACCESS DOORS AND PANELS AND VERIFY THE EXACT QUANTITY, SIZE, AND LOCATIONS AFTER THE SYSTEMS AND EQUIPMENT REQUIRING ACCESS HAVE BEEN INSTALLED AND PRIOR TO THE CLOSURE OF THE AFFECTED CEILINGS AND BUILDING ASSEMBLIES. OBTAIN APPROVAL FOR ALL PANEL LOCATIONS FROM ARCHITECT. 9. AT SUBSTANTIAL COMPLETION, THE FOLLOWING ITEMS, NEW OR EXISTING, SHALL BE FULLY AND REASONABLY ACCESSIBLE: CONTROL BOXES, JUNCTION BOXES, VALVES, DDC CONTROL BOXES, ELECTRICAL PANELS, CLEAN OUTS, DISCONNECT SWITCHES AND ELEMENTS OF EQUIPMENT REQUIRING MAINTENANCE. "FULLY AND REASONABLY ACCESSIBLE" SHALL BE DEFINED AS NATIONAL ELECTRIC CODE REQUIRED CLEARANCE FOR POWERED EQUIPMENT AND CAPABLE OF BEING ACCESSED OR SERVICED WITHOUT REMOVING, MODIFYING OR DISTORTING OTHER COMPONENTS OF THE WORK. PROVIDE MANUFACTURER'S RECOMMENDED CLEARANCE FOR ALL EQUIPMENT. 10. VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER'S CERTIFIED DRAWINGS. VERIFY AND PROVIDE FITTINGS TO TRANSITION TO FURNISHED EQUIPMENT. FIELD VERIFY AND COORDINATE ALL DIMENSIONS BEFORE FABRICATION. 11. IN COMPLIANCE WITH THE FEDERAL SAFE WATER DRINKING ACT (SWDA), THE CONTRACTOR SHALL NOT PROVIDE ANY COMPONENTS IN THE DOMESTIC WATER SYSTEM THAT CONTAIN MORE THAN 0.25% LEAD ON ANY WETTED PARTS. THE CONTRACTOR SHALL PROVIDE THE LEAD FREE EQUIVALENT OF ANY EQUIPMENT SPECIFIED AND PROVIDE A LETTER CERTIFYING THAT ALL PLUMBING PRODUCTS PROVIDED MEET THIS REGULATION. 12. ALL PLUMBING WORK SHALL BE DONE IN ACCORDANCE WITH THE STATE PLUMBING AND FUEL GAS CODE. THE CONTRACTOR SHALL COORDINATE WITH THE INSPECTOR FOR ALL PLUMBING INSPECTIONS. 13. IN THE EVENT THAT THERE ARE DISCREPANCIES BETWEEN PIPE SIZES SHOWN ON THE PLANS, DETAILS AND DIAGRAMS, THE LARGER PIPE SIZE SHALL BE FOLLOWED. NATURAL GAS NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPLICABLE PERMITS FOR THE WORK. 2. PROVIDE DRIP POCKET AT THE BOTTOM OF ALL GAS RISERS. 3. ALL GAS PIPING TO COMPLY WITH STATE AND LOCAL CODES. 4. GAS PIPING AND SAFETY DEVICES SHALL CONFORM TO THE REQUIREMENTS OF NFPA 54 AND SHALL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THE STATE REGULATORY BOARD. 5. PROVIDE GAS COCK VALVE AT EACH BRANCH RUNOUT FROM THE MAIN RISER SERVING GAS OUTLETS AND AT EACH INDIVIDUAL GAS FIXTURE. 6. GAS PIPING SHALL BE TESTED ACCORDING TO THE STATE FUEL GAS CODE AND NATIONAL CODE PROVISIONS OF THE LOCAL PLUMBING INSPECTOR. IF INSPECTION AND TEST SHOWS DEFECTS, DEFECTIVE WORK AND MATERIAL SHALL BE REPLACED AND INSPECTION AND TEST SHALL BE REDONE. FIRESTOPPING NOTES: 1. PROVIDE FIRE STOPPING AND SMOKE BARRIER SEALING OF ALL PENETRATIONS THROUGH FIRE WALLS OR SMOKE BARRIERS INCLUDING BOTH EMPTY OPENINGS AND OPENINGS CONTAINING CABLES, PIPES, DUCTS, CONDUITS AND OTHER PENETRATING ITEMS. REFER TO ARCHITECTURAL FLOOR PLANS AND CODE SHEETS FOR WALL RATINGS. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.: 2022053.00203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382WWW.CAPEARCHITECTS.COM© Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/26/2022 8:58:44 AMC:\Users\rconnors\Documents\R22-2022053-MEP Central- 225 Whites Path - FedEx_rconnorsX6TUC.rvtPLUMBING ABBREVIATIONS, NOTES AND SYMBOLS 4/25/2022 P0.1ALTERATION TO EXISTING225 WHITE'S PATHSOUTH YARMOUTH, MA 02664WAREHOUSE & DISTRIBUTION CENTER225 WHITES PATH 2&3 LLCNo. Description Date JAMES L. SENATRO MECHANICAL NO. 53136 . FACP A B C D E F G H J K L M N P Q R S T U V W X Y Z AA BB CC DD 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 U' TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 GCO-1 4" SAN4" SAN4" SAN 4" SAN4" SAN TT-1SOI-1 TD-1 TD-1 GCO-1 TT-1SOI-14" V4" V4" V4" V4" V4" V4" V4" VFLOW CONTROL DEVICE SET TO 100GPM 4" V 4" V 4" V 4" V 4" V4" V4" V4" VFCO-1 4" V 4" V 4" V 4" V 4" SAN4" SAN4" SANFLOW CONTROL DEVICE SET TO 100GPM (2) 4"V UP (2) 4"V UP (4) 4"V UP 2" V 2" V 2" V 2"V UP 2"V UP 2"V UP1/2" CW1/2" CW 1/2" CW1/2" CW 1/2" CW 1/2" CW 1/2" CW1/2" CW 1/2" CW 1/2" CW 1/2" CW(3) 1/2"CW UP (4) 1/2"CW UP GENERAL NOTES: 1. ALL PLUMBING FIXTURES WITHIN THE BATHROOMS, BREAKROOM AND JANITORS CLOSET ARE EXISTING TO REMAIN UNLESS OTHERWISE NOTED. FLD-1 2"SAN FROM FD TO CONNECT TO EXISTING SANITARY FROM JANITORS SINK. FLOOR DRAIN SHALL BE COMMON VENTED WITH THE JANITORS SINK. COMMON VENT SHALL BE PER 248 CMR. CONTRACTOR TO VERIFY IN FIELD EXACT LOCATION OF JANITOR'S SINK SANITARY AND VENT PIPING. INV. -4.3' BTOS BEFORE DROP @BUILDING FOUNDATION INV. -9.6 BTOS' INV. -2.5' BTOS BEFORE DROP @BUILDING FOUNDATION INV. -7.0' BTOS STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.: 2022053.00203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM© Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/26/2022 8:58:47 AMC:\Users\rconnors\Documents\R22-2022053-MEP Central- 225 Whites Path - FedEx_rconnorsX6TUC.rvtPLUMBING UNDERSLAB FLOOR PLAN 4/25/2022 P1.1ALTERATION TO EXISTING225 WHITE'S PATHSOUTH YARMOUTH, MA 02664WAREHOUSE & DISTRIBUTION CENTER225 WHITES PATH 2&3 LLC1/16" = 1'-0"1 PLUMBING UNDERSLAB FLOOR PLAN No. Description Date JAMES L. SENATRO MECHANICAL NO. 53136 . FACP A B C D E F G H J K L M N P Q R S T U V W X Y Z AA BB CC DD 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 U' TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 TD-1 GCO-1 TT-1SOI-1 TD-1 TD-1 GCO-1 TT-1SOI-1 (2) 4"V DN AND VTR (2) 4"V DN AND VTR TT-1 HIGH/LOW RELAY CONTROLLER TT-1 REMOTE PANEL TT-1 HIGH/LOW RELAY CONTROLLER TT-1 REMOTE PANEL (4) 4"V DN AND VTR FCO-1 GENERAL NOTES: 1. ALL PLUMBING FIXTURES WITHIN THE BATHROOMS, BREAKROOM AND JANITORS CLOSET ARE EXISTING TO REMAIN UNLESS OTHERWISE NOTED. 2. ALL DOMESTIC COLD AND HOT WATER SYSTEMS ARE EXISTING TO REMAIN UNLESS OTHERWISE NOTED. 3. PROVIDE INSULATION FOR (12) STORM PIPE RISERS NOT CURRENTLY INSULATED IN UNIT #2. REFER TO SPECIFICATIONS FOR INSULATION THICKNESS AND TYPE. 4. ALL NATURAL GAS PIPING HAS BEEN SIZED IN CONJUNCTION WITH THE EXISTING NATURAL GAS SYSTEMS. 5. THE EXISTING GAS METER SERVING UNIT #2 IS INCORRECTLY LABELLED ON THE METER: "UNIT #1". ALL REFERENCES HEREBY TO METER #2 REFERS TO THE METER THAT SERVES UNIT #2. HB-1 1"CW PIPING TO CONNECT TO EXISTING CW PIPING SERVING EXISTING JANITOR'S SINK. CONTRACTOR TO VERIFY IN FIELD EXACT LOCATION OF EXISTING CW PIPING AND THAT SIZE IS AT LEAST 1" OR GREATER. IF PIPING IS LESS THAN 1", CONTRACTOR SHALL STOP WORK AND NOTIFY ARCHITECT/ENGINEER. 2"V DN AND 3"VTR 2"V DN AND 3"VTR 2"V DN AND 3"VTR TP-1 TP-1 3/4" CWIM-1 3/4"CW DROP TO SERVE HB-1 AND IM-1 1" CW3/4" CW3/4" CW (4) 1/2"CW DN (3) 1/2"CW DN CONNECT TO EXISTING 2" GAS PIPE CURRENTLY SERVING UNIT #3. CONTRACTOR TO VERIFY EXISTING LOCATION AND SIZE IN FIELD. 1 1/2" NG PROVIDE 1-1/2"NG PIPING TO MAU, 126.1 CFH. REFER TO MECHANICAL PLANS FOR EXACT LOCATION. PROVIDE 1/2"CW TO HUMIDIFIERS. REFER TO MECHANICAL PLANS FOR EXACT LOCATION OF HUMIDIFIERS. 3/4" CW 3/4" CW 1/2" CW 1" NG CONNECT TO EXISTING 2-1/2" GAS PIPE CURRENTLY SERVING UNIT #3. CONTRACTOR TO VERIFY EXISTING LOCATION AND SIZE IN FIELD. PROVIDE 3/4"NG PIPING TO AHU, 26 CFH. REFER TO MECHANICAL PLANS FOR EXACT LOCATION. CONNECT TO EXISTING 2" GAS PIPE CURRENTLY SERVING UNIT #3. CONTRACTOR TO VERIFY EXISTING LOCATION AND SIZE IN FIELD. PROVIDE 1-1/2"NG PIPING TO FURNACE, AHU-1, 60 CFH. REFER TO MECHANICAL PLANS FOR EXACT LOCATION. 1 1/2" NG CONNECT TO EXISTING 2-1/2" GAS PIPE CURRENTLY SERVING UNIT #2. CONTRACTOR TO VERIFY EXISTING LOCATION AND SIZE IN FIELD. PROVIDE 1-1/2"NG PIPING TO MAU, 126.1 CFH. REFER TO MECHANICAL PLANS FOR EXACT LOCATION. 1 1/2" NG CONNECT TO EXISTING 2-1/2" GAS PIPE CURRENTLY SERVING UNIT #2. CONTRACTOR TO VERIFY EXISTING LOCATION AND SIZE IN FIELD. PROVIDE 1-1/2"NG PIPING TO MAU, 126.1 CFH. REFER TO MECHANICAL PLANS FOR EXACT LOCATION. 2 1/2" NG 3" NG 3" NG 2 1/2" NG 2 1/2" NG 2" NG EXISTING 3" NG CONTINUES TO SERVE EXISTING APPLIANCES EXISTING 3" NG CONTINUES ON TO METER #2. REFER TO GENERAL NOTE #5. 3" NG 2 1/2" NG 2 1/2" NG 2 1/2" NG 2" NG 2" NG CONTINUES ON TO SERVE EXISTING APPLIANCES EXISTING 2 1/2" NG CONTINUES ON TO METER #2. REFER TO GENERAL NOTE #5. STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.: 2022053.00203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM© Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/26/2022 8:58:50 AMC:\Users\rconnors\Documents\R22-2022053-MEP Central- 225 Whites Path - FedEx_rconnorsX6TUC.rvtPLUMBING FLOOR PLAN 4/25/2022 P1.2ALTERATION TO EXISTING225 WHITE'S PATHSOUTH YARMOUTH, MA 02664WAREHOUSE & DISTRIBUTION CENTER225 WHITES PATH 2&3 LLC1/16" = 1'-0"1 PLUMBING FLOOR PLAN No. Description Date JAMES L. SENATRO MECHANICAL NO. 53136 ATMOSPHERIC VENT GALVANIZED STEEL CABINET FOR FLUSH MOUNTING IN WALL. PROVIDE WITH ACCESS DOOR AND ACCESS DOOR LATCH. MOUNT IN ACCESSIBLE LOCATION. CALIBRATED MANIFOLD FOR EQUAL WATER DISTRIBUTION 1/2" CW TO TRAP PRIMER CONNECTION (TYPICAL). FOR QUANTITY OF DISTRIBUTION TUBES REFER TO TRAP PRIMER MODEL NUMBER. 120 V POWER CONNECTION BY DIVISION 26 PRE-SET 24 HOUR ADJUSTABLE TIMER WITH INTEGRAL CIRCUIT BREAKER AND MANUAL OVERRIDE SWITCH. TIMER TO PROVIDE A MINIMUM OF 6 SECONDS OF WATER SUPPLY TO TRAP PRIMERS EVERY 24 HOURS. 120 V SOLENOID VALVE SHUT OFF VALVE 3/4” CW SUPPLY MINIMUMN NOTE: ALL COMPONENTS WITHIN CABINET SHALL BE FACTORY ASSEMBLED AND TESTED RISER CLAMP FIRE PROOF CAULK (TYPICAL) FLOOR SLAB. VERIFY CONSTRUCTION TYPE AND MATERIAL WITH ARCHITECT. 1" MINIMUM FINISHED FLOOR ANCHOR COLLAR (TYPICAL) SCHEDULE 40 GALV. STEEL PIPE SLEEVE (1" O.D. LARGER THAN PIPE) WATER STOP AND ANCHOR COLLAR SCH. 80 GALV. STEEL PIPE SLEEVE PIPE TIGHTENING LUGS PRESSURE PLATES RUBBER SEALING ELEMENT CONCRETE FOUNDATION WALL GROUND JOINT UNION MANUAL SHUT-OFF VALVE WITH PLUGGED 1/8" NPT TAP FOR TEST GAUGE CONNECTION. PROVIDE IN AN ACCESSIBLE LOCATION. TO GAS EQUIPMENT 6" TRAP (DRIP LEG) FROM GAS SUPPLY CAP GAS COCK 3"MIN. STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.: 2022053.00203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM© Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/26/2022 8:58:51 AMC:\Users\rconnors\Documents\R22-2022053-MEP Central- 225 Whites Path - FedEx_rconnorsX6TUC.rvtPLUMBING DETAILS 4/25/2022 P5.0ALTERATION TO EXISTING225 WHITE'S PATHSOUTH YARMOUTH, MA 02664WAREHOUSE & DISTRIBUTION CENTER225 WHITES PATH 2&3 LLCNONE2TYPICAL TRAP PRIMING STATION DETAIL NTS3TYPICAL PIPE SLEEVE PENETRATION OF FLOOR INSTALLATION DETAIL NTS4PIPE PENETRATION THROUGH EXTERIOR WALL DETAIL NTS1SAND/OIL SEPARATOR DETAIL NTS5TYPICAL GAS CONNECTION TO EQUIPMENT DETAIL No. Description Date JAMES L. SENATRO MECHANICAL NO. 53136 REMARKS REMARKS: 1. NOT USED. 2. THE TRAP PRIMER SHALL BE INSTALLED A MINIMUM OF 1 FOOT ABOVE FINISHED FLOOR FOR EVERY 20 FEET OF PRIMER LINE. 3. PROVIDE EACH HYDRANT WITH A LOOSE KEY, CONTRACTOR SHALL VERIFY WALL THICKNESS. 4. PROVIDE ISOLATION VALVES AT THE SUPPLY PIPE CONNECTIONS. 5. PROVIDE AN AIR GAP FITTING ON THE DRAIN LINE. MOUNT AT A SUFFICIENT HEIGHT TO ALLOW PROPER DRAINAGE. 6. REFER TO FLOOR PLANS FOR SIZES. 7. MAINTAIN MINIMUM OF 9 1/2 INCHES CLEAR ABOVE INTERCEPTOR FOR STRAINER REMOVAL. 8. MAINTAIN MINIMUM OF 8 1/2 INCHES CLEAR BELOW INTERCEPTOR FOR STRAINER REMOVAL. PROVIDE UNIONS AT INLET AND OUTLET PIPE CONNECTIONS. 9. PROVIDE LOW FLOW BYPASS AS REQUIRED BY THE MANUFACTURES LITERATURE FOR MINIMUM FLOW RATE OF .5 GPM. 10. PROVIDE AN AIR GAP FITTING ON THE DRAIN LINE. MOUNT AT A SUFFICIENT HEIGHT TO ALLOW PROPER DRAINAGE DESCRIPTIONMANUFACTURER/ MODEL NUMBERSYMBOL COMPONENTS AND ACCESSORIES - MODEL # CO-1 JR. SMITH DUCO CAST IRON CAULK FERRULE WITH CAST BRONZE TAPER THREAD PLUG. CLEANOUT:#6 FOR CARPETED FLASHING CLAMP MODEL # JR. SMITHFCO-1 #6 MODEL # JR. SMITHFLD-1 VANDAL PROOFWCO-1 #6 HEIGHT MOUNTING - - - 2010C-U-P050 WALL CLEANOUT: MODEL # JR. SMITH FLOOR DRAIN: CAST IRON BODY, ROUND ADJUSTABLE NICKEL BRONZE STRAINER, AND TRAP PRIMER CONNECTION AND FLOOR CLEANOUT: 4023S-PB-U 4420C 4402C-U REMARKSMODEL NUMBER MANUFACTURER/SYMBOL DESCRIPTION ACCESSORIES COMPONENTS AND MOUNTING HEIGHT - FLOORS FLASHING COLLAR SCREWS. SEDIMENT BUCKET GRATE VANDAL PROOF #6 CAST IRON BODY, ROUND ADJUSTABLE SCORIATED POLISHED BRONZE TOP, FLANGE GASKET INSIDE, CAULK OUTSIDE. VANDAL PROOF & BRONZE PLUG DUCO CAST IRON, SPIGOT FERRULE CAST BRONZE THREAD PLUG, STAINLESS STEEL ROUND COVER AND SCREW. TP-1 #2,4INSTALL 1' ABOVE THE FLOOR FOR EVERY 20' OF CW MAKE UP RUN. CONTRACTOR TO PROVIDE FINAL INSTALL HEIGHT PER FINAL SHOP DRAWINGS LAY OUT. TRAP PRIMER:PRECISION PLUMBING "PRIME-RITE" MODEL # PTS-# REFER TO THE NUMBER OF DRAINS SERVED ON PLAN. INTERNAL VACUUM BREAKER AND BACKFLOW PREVENTER UNIT. 1/2" INLET AND OUTLET ELEC: 120V/6W/1PH JR. SMITHGCO-1 MODEL # HEAVY DUTY FOR UNFINISHED AREAS. DUCO CAST IRON CLEANOUT AND DOUBLE FLANGED HOUSING WITH HEAVY DUTY SECURED SCORIATED CAST IRON COVER WITH LIFTING DEVICE. -GRADE CLEANOUT: CAST IRON BODY, ROUND ADJUSTABLE SCORIATED POLISHED BRONZE TOP, FLANGE GASKET INSIDE, CAULK OUTSIDE. VANDAL PROOF & BRONZE PLUG 4250-4264 #5 HB-1 3/4" THREADED HOSE CONNECTION WOODFORD 26 MODEL #FLOOR 18" ABOVE #3,4HOSE BIBB: BACKFLOW PROTECTED BRONZE BODY, LOCKING NUT AND KEYED CYLINDER PLUMBING SPECIALTIES SCHEDULE TD-1 #6-JR. SMITH MODEL # 9878 TRENCH DRAIN SYSTEM: 10" WIDE PRECAST POLYESTER CONCRETE, INTERLOCKING CHANNEL, 0.5% SLOPE, INTEGRAL DUCTILE IRON EDGE RAIL AND GRATES, LOAD CLASS E PROVIDE WITH ADA COMPLIANT SLOTED GRATE AND VANDAL PROOF SCREWS PROVIDE WITH 9878 CATCH BASIN. PROVIDE WITH STANDARD PTRAP AND TRAP PRIMER CONNECTION. SOI-1 --ZURN FOG-CEPTOR MODEL # Z250H SAND/OIL INTERCEPTOR: 250 GALLON ENGINEERED FIBERGLASS WITH 20"Ø DUAL MANWAY H-20 RATED FIBERGLASS BOLTED AND GASKETED FRAMES AND COVERS AND (2) 3' HIGH X 20"Ø EXTENSION COLLARS. PROVIDE WITH EXTERNAL FLOW CONTROL DEVICE, SIZE FOR 100 GPM. TT-1 -HIGH OR LOW RELAY CONTROLLER 120V, 50-60HZ, 5W HIGH OR LOW LEVEL SWITCH, SET TO DEFAULT SETTINGS 36V, 25MA ZURN PROCEPTOR MODEL # EHT1000 TIGHT TANK: FIBERGLASS REINFORCED PLASTICS, LINED INTERIOR, ANCHOR BOTTOM, 1000 GALLON CAPACITY, H-20 RATED COVER, CAST IRON PIPING, 24"Ø MANWAY. PROVIDE WITH GREENTURTLE HIGH LEVEL MONITOR FOR HOLDING TANKS INCLUDING: REMOTE PANEL 120V, 4.8VA MAX IM-1 PROVIDE WITH WATTS MODEL #LF-007 BACKFLOW PREVENTER ON 1/2"CW CONNECTION GUY GRAY MODEL #88164 - #3ICEMAKER BOX: STAINLESS STEEL ICE MAKER BOX WITH QUARTER TURN BALL VALVE AND BACKFLOW PREVENTION DEVICE PLUMBING FIXTURE CONNECTION SCHEDULE VENTWASTE CONNECTIONTYPE FIXTURE CONNECTION CONNECTION COLD WATER HOT WATER CONNECTION ICE MAKER BOX ---1/2" 1/2" -2" 1 1/2"FLOOR DRAIN NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR ALL PLUMBING FIXTURE MOUNTING HEIGHTS. 2. ALL PIPE TRAPS AT SINKS AND LAVATORIES SHALL BE CHROME PLATED BRASS. TEMPID WATER - - HOSE BIB (CW ONLY)---1/2"- TRENCH DRAIN REFER TO PLANS4"-1/2"- TABLE C403.2.10 MINIMUM PIPE INSULATION THICKNESS (IN INCHES) FLUID OPERATING TEMPERATURE RANGE AND USAGE (°F) INSULATION CONDUCTIVITY NOMINAL PIPE OR TUBE SIZE (INCHES) > 350 CONDUCTIVITY BTU * IN./(H *FT^2 * °F)^b MEAN RATING TEMPERATURE (°F) 251 - 350 201 - 250 141 - 200 105 - 140 40 - 60 < 40 0.32 - 0.34 0.29 - 0.32 0.27 - 0.30 0.25 - 0.29 0.21 - 0.28 0.21 - 0.27 0.20 - 0.26 250 200 150 125 100 75 50 <1 1 TO < 1-1/2 1-1/2 TO < 4 4 TO < 8 ≥ 8 4.5 3.0 2.5 1.5 1.0 0.5 0.5 5.0 4.0 2.5 1.5 1.0 0.5 1.0 5.0 4.5 2.0 3.0 3.0 1.5 5.0 4.5 5.0 4.5 2.5 2.0 2.0 1.5 1.5 1.5 1.0 1.0 1.0 1.0 1.0 FOR SI: 1 INCH = 25.4 MM, °C = [(°F) - 32]/1.8. a. FOR PIPING SMALLER THAN 1-1/2 INCHES AND LOCATED IN PARTITIONS WITHIN CONDITIONED SPACES, REDUCTION OF THESE THICKNESSES BY 1 INCH SHALL BE PERMITTED (BEFORE THICKNESS ADJUSTMENT REQUIRED IN FOOTNOTE b) BUT NOT TO A THICKNESS LESS THAN 1 INCH. b. FOR INSULATION OUTSIDE THE STATED CONDUCTIVITY RANGE, THE MINIMUM THICKNESS (T) SHALL BE DETERMINED AS FOLLOWS: T= r{(1 + t/r)K/k-1} WHERE: T = MINIMUM INSULATION THICKNESS, r = ACTUAL OUTSIDE RADIUS OF PIPE, t = INSULATION THICKNESS LISTED IN THE TABLE FOR APPLICABLE FLUID TEMPERATURE AND PIPE SIZE, K = CONDUCTIVITY OF ALTERNATE MATERIAL AT MEAN RATING TEMPERATURE INDICATED FOR THE APPLICABLE FLUID TEMPERATURE (BTU * IN/H * FT^2 * °F) AND k = THE UPPER VALUE OF THE CONDUCTIVITY RANGE LISTED IN THE TABLE FOR THE APPLICABLE FLUID TEMPERATURE. c. FOR DIRECT-BURIED HEATING AND HOT WATER SYSTEM PIPING, REDUCTION OF THESE THICKNESSES BY 1-1/2 INCHES (38MM) SHALL BE PERMITTED (BEFORE THICKNESS ADJUSTMENT REQUIRED IN FOOTNOTE b BUT NOT TO THICKNESSES LESS THAN 1 INCH (25MM). *REFERENCE FROM INTERNATIONAL ENERGY CONSERVATION CODE (IECC) TABLE C403.2.10 STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.: 2022053.00203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM© Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/26/2022 8:58:52 AMC:\Users\rconnors\Documents\R22-2022053-MEP Central- 225 Whites Path - FedEx_rconnorsX6TUC.rvtPLUMBING SCHEDULES AND DIAGRAMS 4/25/2022 P6.0ALTERATION TO EXISTING225 WHITE'S PATHSOUTH YARMOUTH, MA 02664WAREHOUSE & DISTRIBUTION CENTER225 WHITES PATH 2&3 LLCNo. Description Date JAMES L. SENATRO MECHANICAL NO. 53136 EQUIPMENT ABBREVIATIONS AIR CONDITIONING UNIT AIR COOLED CONDENSING UNIT AIR HANDLING UNIT CABINET UNIT HEATER CONDENSING UNIT ELECTRIC BASEBOARD ELECTRIC UNIT HEATER ELECTRIC WALL HEATER ENERGY RECOVERY UNIT EXHAUST FAN EXHAUST GRILLE MAKE UP AIR UNIT SUPPLY DIFFUSER SUPPLY GRILLE TOILET EXHAUST FAN UNIT HEATER AC ACCU AHU CUH CU EB EUH EWH ERU EF EG MAU SD SG TEF UH GENERAL ABBREVIATIONS ACCESS DOOR ADJUSTABLE ABOVE FINISHED FLOOR ALTERNATE AUTHORITY HAVING JURISDICTION ACCESS PANEL AIR PRESSURE DROP BREAK HORSEPOWER BRITISH THERMAL UNIT BTU / HOUR BOTTOM OF DUCT BOTTOM OF PIPE CAPACITY COEFFICIENT OF PERFORMANCE CUBIC FEET PER MINUTE CUBIC FEET DECIBELS DRY BULB TEMPERATURE DIAMETER DOWN DIRECT EXPANSION EXHAUST AIR ENTERING AIR TEMPERATURE (DRY BULB) ENTERING DRY BULB ENERGY EFFICIENCY RATIO ELECTRICAL EXISTING TO BE RELOCATED EXTERNAL STATIC PRESSURE EXISTING TO REMAIN ENTERING WET BULB DEGREES FAHRENHEIT FIRE DAMPER FEET FEET WATER GAUGE FULL LOAD AMPS FEET PER MINUTE ALLONS PER HOUR GALLONS PER MINUTE GRILLE, REGISTER, DIFFUSER HEAD HORSEPOWER HEATING SEASON PERFORMANCE FACTOR HERTZ HEATING, VENTILATION AND AIR CONDITIONING INCHES INCHES WATER GAUGE KILOWATTS LOUVER LEAVING AIR TEMPERATURE LEAVING DRY BULB LEAVING WET BULB MAXIMUM MECHANICAL THOUSANDS OF BTU / HOUR MINIMUM CIRCUIT AMPACITY MINIMUM NOT IN CONTRACT NOT TO SCALE OUTSIDE AIR TEMPERATURE OUTER DIAMETER OPEN ENDED DUCT PHASE POUNDS PER SQUARE INCH GAUGE QUANTITY RETURN AIR REVOLUTIONS PER MINUTE SUPPLY AIR SEASONAL ENERGY EFFICIENCY RATIO STATIC PRESSURE STATIC PRESSURE DROP STAINLESS STEEL SQUARE FEET TEMPERATURE TOTAL STATIC PRESSURE THERMOSTAT TYPICAL UNLESS OTHERWISE INDICATED VARIABLE FREQUENCY DRIVE VENT THRU ROOF WITH WITHOUT WET BULB WATER COLUMN WATER GAUGE WIRE MESH SCREEN DEMOLISH AD ADJ AFF ALT AHJ AP APD BHP BTU BTUH BOD BOP CAP COP CFM CUFT dB DB DIA DN DX EA EAT EDB EER ELEC ER ESP ETR EWB °F FD FT FT WG FLA FPM GPH GPM GRD HD HP HSPF HZ HVAC IN IN WG KW L LAT LDB LWB MAX MECH MBH MCA MIN NIC NTS OAT OD OED PH PSIG QTY RA RPM SA SEER SP SPD SS SF TEMP TSP TSTAT TYP UOI VFD VTR W W/O WB WC WG WMS X CONTROLS LEGEND VARIABLE FREQUENCY DRIVE VFD BYPASS T C PLAN SYMBOL DESCRIPTION CO DIAGRAM SYMBOL VFD BYP AFS ACTUATOR LEGEND SYMBOL DESCRIPTION DAMPER WITH TWO POSITION ACTUATOR CARBON DIOXIDE SENSOR FLOW SWITCH DIFFERENTIAL PRESSURE SENSOR AND TRANSMITTER DIFFERENTIAL PRESSURE SWITCH CURRENT SENSING RELAY AND TRANSMITTER THERMOSTAT CO2 TEMPERATURE SWITCH - HIGH LIMIT CARBON MONOXIDE SENSORCO TSH TE IT DPS DPT FS MOISTURE SWITCHMS NITROGEN DIOXIDE SENSORNO2 PRESSURE SWITCH - HIGH LIMITPSH POSITION SWITCH ASSOCIATED WITH VALVE OR DAMPERZS PRESSURE SWITCH - LOW LIMITPSL TEMPERATURE SWITCH - LOW LIMITTSL VIBRATION SWITCH - HIGH LIMITVSH HS HAND SWITCH (USER OPERATED) PRESSURE SENSORPE DPT DPS S N DUCTWORK LEGEND SYMBOL DESCRIPTION RECTANGULAR DUCTWORK RECTANGULAR SUPPLY DUCTWORK TOWARDS (UP IN PLAN) RECTANGULAR SUPPLY DUCTWORK AWAY (DOWN IN PLAN) RECTANGULAR RETURN DUCTWORK TOWARDS (UP IN PLAN) RECTANGULAR RETURN DUCTWORK AWAY (DOWN IN PLAN) RECTANGULAR EXHAUST DUCTWORK TOWARDS (UP IN PLAN) RECTANGULAR EXHAUST DUCTWORK AWAY (DOWN IN PLAN) FLEXIBLE DUCT 12x6 ROUND DUCTWORK12"ø ROUND SUPPLY DUCTWORK TOWARDS (UP IN PLAN) ROUND SUPPLY DUCTWORK AWAY (DOWN IN PLAN) ROUND RETURN DUCTWORK TOWARDS (UP IN PLAN) ROUND RETURN DUCTWORK AWAY (DOWN IN PLAN) ROUND EXHAUST DUCTWORK TOWARDS (UP IN PLAN) ROUND EXHAUST DUCTWORK AWAY (DOWN IN PLAN) CAPPED DUCT OPEN ENDED DUCT WITH WIRE MESH SCREEN DUCT TRANSITION AIR DEVICE LEGEND SYMBOL DESCRIPTION SUPPLY DIFFUSER RETURN GRILLE OR REGISTER EXHAUST GRILLE OR REGISTER SUPPLY DIFFUSER (BLOW INDICATED) DAMPER LEGEND SYMBOL DESCRIPTION BACKDRAFT DAMPER FIRE DAMPER W/ACCESS DOOR SMOKE DAMPER W/SMOKE DETECTOR AND ACCESS DOOR MOTORIZED CONTROL DAMPER W/ACCESS DOOR MANUAL VOLUME DAMPER BD FD MD AUTOMATIC VOLUME DAMPER (PRESSURE INDEPENDENT)AVD SD DIAGRAM SYMBOLS SYMBOL DESCRIPTION COOLING COIL CENTRIFUGAL FAN PLENUM / PLUG FAN PROPELLER FANCCHCHEATING COIL OPPOSED BLADE MOTORIZED DAMPER PARALLEL BLADE MOTORIZED DAMPER BACKDRAFT DAMPER PIPING LEGEND SYMBOL - SINGLE LINE DESCRIPTION ELBOW UP ELBOW DOWN TEE TOWARDS (UP IN PLAN) TEE AWAY (DOWN IN PLAN) DROP AND RUN DIRECTION OF FLOW REFRIGERANT SUCTIONRS REFRIGERANT LIQUIDRL DIRT LEG CLEANOUT BLIND FLANGE END CAP REDUCER (ECCENTRIC-FLAT ON BOTTOM OR FLAT ON TOP) REDUCER (CONCENTRIC) REFRIGERANT GASRG CO VALVES AND PIPE ACCESSORIES LEGEND DESCRIPTION BALL VALVE WITH HOSE BIBB, CAP & CHAIN (DRAIN VALVES) BALL VALVE SYMBOL - SINGLE LINE DEMOLITION NOTES DEMOLITION NOTES 1. SITE VISIT: THIS PROJECT INVOLVES CONSTRUCTION INSIDE AN EXISTING STRUCTURE. BEFORE SUBMITTING BID, VISIT AND CAREFULLY EXAMINE SITE TO IDENTIFY EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT WORK OF THIS SECTION. NO EXTRA PAYMENT WILL BE ALLOWED FOR ADDITIONAL WORK CAUSED BY UNFAMILIARITY WITH SITE CONDITIONS THAT ARE VISIBLE OR READILY CONSTRUED BY EXPERIENCED OBSERVER. 2. PREPARATORY WORK: BEFORE STARTING WORK IN A PARTICULAR AREA OF THE PROJECT, VISIT SITE AND EXAMINE CONDITIONS UNDER WHICH WORK MUST BE PERFORMED INCLUDING PREPARATORY WORK DONE UNDER OTHER SECTIONS OR CONTRACTS BY OWNER. REPORT CONDITIONS THAT MIGHT AFFECT WORK ADVERSELY IN WRITING TO ARCHITECT AND OWNER. DO NOT PROCEED WITH WORK UNTIL DEFECTS HAVE BEEN CORRECTED AND CONDITIONS ARE SATISFACTORY. COMMENCEMENT OF WORK SHALL BE CONSTRUED AS COMPLETE ACCEPTANCE OF EXISTING CONDITIONS AND PREPARATORY WORK. 3. PHASING: DEMOLITION WORK SHALL COMPLY WITH THE PHASING REQUIREMENTS OF THE PROJECT AND BE COORDINATED WITH THE OWNER, ARCHITECT, CM AND ENGINEER. NO REMOVALS SHALL BE IMPLEMENTED WITHOUT A THOROUGH UNDERSTANDING OF THE PHASING REQUIREMENTS. 4. ABANDONING OF DUCTWORK, PIPING OR EQUIPMENT IN PLACE WITHIN SCOPE AREA IS PROHIBITED. 5. PROVIDE 2 WEEKS NOTICE TO OWNER FOR SHUT DOWN OF ANY SERVICES AND/OR SYSTEMS. 6. COORDINATE WITH THE OWNER EXISTING EQUIPMENT AND MATERIALS THAT SHALL REMAIN THE PROPERTY OF THE OWNER. ITEMS OF VALUE WHICH ARE NOT DIRECTED TO BE RETURNED TO THE OWNER, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM SITE AND LEGALLY DISPOSED OF. STORAGE OR SALE OF ITEMS ON THE PROJECT SITE IS PROHIBITED. 7. PROTECTION: ENSURE THE SAFE PASSAGE OF PERSONS IN AND AROUND THE BUILDING DURING DEMOLITION. PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. PROVIDE ADEQUATE SHORING AND BRACING TO PREVENT COLLAPSE. IMMEDIATELY REPAIR DAMAGED PROPERTY TO THE CONDITION BEFORE BEING DAMAGED. TAKE EFFECTIVE MEASURES TO PREVENT WINDBLOWN DUST. 8. UTILITIES: MAINTAIN ALL UTILITIES EXCEPT THOSE REQUIRING REMOVAL OR RELOCATION. KEEP UTILITIES IN SERVICE AND PROTECT FROM DAMAGE. DO NOT INTERRUPT UTILITIES SERVING OCCUPIED AREAS WITHOUT FIRST OBTAINING PERMISSION FROM THE OWNER IN WRITING. PROVIDE TEMPORARY SERVICES AS REQUIRED. 9. INFORMATION CONTAINED ON THESE DRAWINGS WAS OBTAINED FROM ARCHIVED DRAWINGS AND SITE VISITS. DRAWINGS ARE DIAGRAMMATIC ONLY AND REFLECT OVERALL SYSTEM REMOVAL. NOT EVERY ITEM OR COMPONENT OF A SYSTEM IS SHOWN. PROVIDE COMPLETE REMOVAL OF ASSOCIATED ANCILLARY PIPES, HANGERS, VALVES AND ACCESSORIES SERVING SYSTEM SHOWN. 10. DEMOLITION WORK SHALL COMPLY WITH OSHA, EPA AND APPLICABLE STATE AND LOCAL CODES. COMPLY WITH HAULING AND DISPOSAL REGULATIONS. GENERAL NOTES GENERAL 1. GENERAL NOTES, SYMBOLS AND DETAILS ARE APPLICABLE TO ALL DRAWINGS WITHIN DIVISION 23. 2. DRAWINGS ARE DIAGRAMMATIC AND ARE INTENDED TO INDICATE CAPACITY, SIZE, APPROXIMATE LOCATION AND GENERAL ARRANGEMENT. DETERMINE EXACT LOCATIONS OF SYSTEMS AND COMPONENTS IN FIELD. 3. COORDINATE ROOF AND WALL PENETRATIONS WITH WORK OF OTHER SECTIONS AND WITH FLASHING REQUIREMENTS. COORDINATE SLAB PENETRATIONS WITH WORK OF OTHER SECTIONS. 4. RUN DUCTS AND PIPING CONCEALED, UNLESS SPECIFIED OTHERWISE OR AS APPROVED BY THE ARCHITECT. 5. INSTALL SENSORS (TEMPERATURE, CO, NO2, THERMOSTATS) AT LOCATIONS SHOWN ON PLANS OR AS DIRECTED BY ARCHITECT. MOUNTING HEIGHT AFF SHALL COMPLY WITH ADA AND SHALL BE MOUNTED LEVEL WITH ADJACENT SWITCHES (IE LIGHT SWITCHES). 6. COORDINATE WORK OF THIS SECTION WITH THAT OF OTHER SECTIONS AND WITH ALL TRADES INVOLVED. PROVIDE OFFSETS IN PIPING AND DUCTS (INCLUDING DIVIDED DUCTS) AND TRANSITIONS AROUND OBSTRUCTIONS. 7. NOT ALL ACCESS DOORS HAVE BEEN SHOWN ON THE PLANS FOR CLARITY. PROVIDE ACCESS PANELS THROUGH BUILDING ASSEMBLIES TO SERVICE AND MAINTAIN EQUIPMENT UNLESS SUCH EQUIPMENT IS INSTALLED IN EXPOSED LOCATIONS OR ABOVE LAY-IN CEILINGS. COORDINATE THE LOCATION OF ACCESS DOORS AND PANELS AND VERIFY THE EXACT QUANTITY, SIZE, AND LOCATIONS AFTER THE SYSTEMS AND EQUIPMENT REQUIRING ACCESS HAVE BEEN INSTALLED AND PRIOR TO THE CLOSURE OF THE AFFECTED CEILINGS AND BUILDING ASSEMBLIES. OBTAIN APPROVAL FOR ALL PANEL LOCATIONS FROM ARCHITECT. 8. AT SUBSTANTIAL COMPLETION, THE FOLLOWING ITEMS, NEW OR EXISTING, SHALL BE FULLY AND REASONABLY ACCESSIBLE: HVAC CONTROL BOXES, JUNCTION BOXES, VALVES, DDC CONTROL BOXES, ELECTRICAL PANELS, FILTERS, BELTS, WATER COILS, DISCONNECT SWITCHES AND ELEMENTS OF EQUIPMENT REQUIRING MAINTENANCE. "FULLY AND REASONABLY ACCESSIBLE" SHALL BE DEFINED AS NATIONAL ELECTRIC CODE REQUIRED CLEARANCE FOR POWERED EQUIPMENT AND CAPABLE OF BEING ACCESSED OR SERVICED WITHOUT REMOVING, MODIFYING OR DISTORTING OTHER COMPONENTS OF THE WORK. PROVIDE MANUFACTURER'S RECOMMENDED CLEARANCE FOR ALL EQUIPMENT. 9. SUPPORT EQUIPMENT, PIPING AND DUCTWORK FROM BUILDING STRUCTURE OR WITH STEEL SUPPORTS AND PLATFORMS AS REQUIRED. PROVIDE VIBRATION ISOLATION FOR ROTATING EQUIPMENT, DUCTWORK AND PIPING IN ACCORDANCE WITH THE SPECIFICATIONS. 10. ROOF CURB AND RAIL HEIGHTS INDICATED ARE THE DIMENSIONS BETWEEN THE ROOF SURFACE AND THE TOPS OF THE CURBS AND RAILS. WHERE THE ROOF IS PITCHED, CONSTRUCT CURBS AND RAILS SUCH THAT THE BOTTOM PITCHES WITH THE ROOF AND THE TOP IS LEVEL. 11. CONTROL WIRING METHODS SHALL COMPLY WITH NEC, AND DIVISION 26 SPECIFICATIONS. 12. VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER'S DRAWINGS. VERIFY AND PROVIDE FITTINGS TO TRANSITION TO FURNISHED EQUIPMENT. FIELD VERIFY AND COORDINATE ALL DIMENSIONS BEFORE FABRICATION. 13. PERFORM PRESSURE AND LEAKAGE TESTS BEFORE INSULATING DUCTWORK AND PIPING 14. COORDINATE AND PROVIDE HOUSEKEEPING PADS FOR FLOOR-MOUNTED MECHANICAL EQUIPMENT. HOUSEKEEPING PADS SHALL BE REINFORCED CONCRETE WITH 1" CHAMFERED EDGES, 6" THICK, WITH MINIMUM CLEARANCE OF 6" FROM EQUIPMENT BASE TO EDGE OF PAD. INCREASE DEPTH WHERE REQUIRED FOR PROPER INSTALLATION OF EQUIPMENT, INCLUDING BUT NOT LIMITED TO CONDENSING BOILERS (TO ALLOW PROPER INSTALLATION OF NEUTRALIZATION EQUIPMENT AND GRAVITY DISCHARGE TO FLOOR DRAIN OR CONDENSATE PUMP) AND AHU (TO ALLOW INSTALLATION OF CONDENSATE TRAP). AIR SYSTEM SPECIFIC NOTES: 1. REFER TO SPECIFICATIONS FOR DUCTWORK CONSTRUCTION CLASSES, SEAL, AND LEAKAGE CLASSES. 2. REFER TO REFLECTED CEILING PLANS FOR LOCATIONS OF AIR TERMINAL DEVICES. 3. INTERNAL AIR FLOW DIMENSIONS ARE SHOWN FOR DUCTS. CONTRACTOR SHALL INCREASE SHEETMETAL SIZE FOR LINER IF APPLICABLE. 4. DIFFUSER SIZES SHOWN ARE NECK SIZES; REGISTER AND GRILLE SIZE ARE NOMINAL. ALL ROUND RUN OUTS TO DIFFUSERS SHALL BE THE SAME NOMINAL SIZE AS THE SCHEDULED NECK SIZE, UNLESS NOTED AS LARGER. DUCT TRANSITIONS SHALL BE PROVIDED AS NECESSARY AT INLET TO DIFFUSER. 5. PROVIDE FLEXIBLE CONNECTIONS ON ALL DUCTS CONNECTING TO FANS AND AIR HANDLING UNITS UNLESS INTERNALLY ISOLATED. 6. THE INSIDE OF DUCTWORK VISIBLE THROUGH A GRILLE OR DIFFUSER SHALL BE PAINTED FLAT BLACK. 7. ALL RETURN AIR OPENINGS ABOVE CEILING SHALL BE PROVIDED WITH A 1/4" MESH ALUMINUM OR GALVANIZED SCREEN (80% FREE AREA MINIMUM). 8. ELBOWS IN DUCT SYSTEMS SHALL BE FULL RADIUS (CENTERLINE RADIUS = 1.5 DUCT WIDTH) WHERE SPACE PERMITS. WHERE LIMITED CLEARANCE OCCURS, PROVIDE SHORT RADIUS ELBOW WITH FULL LENGTH SPLITTER VANES PER SMACNA, OR MITERED ELBOW WITH TURNING VANES PER SMACNA. 9. PROVIDE CLEANOUTS IN KITCHEN EXHAUST DUCTS AT CHANGES IN DIRECTION AND BASES OF RISERS, AND EVERY 10 FEET IN STRAIGHT RUNS. 10. NOT ALL MANUAL DAMPERS ARE SHOWN ON THE DRAWINGS IN ORDER FOR DRAWING CLARITY. PROVIDE MANUAL ADJUSTABLE DAMPERS ON EACH LOW PRESSURE SUPPLY, RETURN, AND EXHAUST DUCT TAKE OFF, AND AT EACH TAKE OFF TO REGISTERS, GRILLES, DIFFUSERS, AND OED; AS REQUIRED FOR PROPER BALANCE OF SYSTEM. PROVIDE CABLE OPERATED DAMPERS WHERE MANUAL DAMPER IS INACCESIBLE. 11. WHERE DUCTS PENETRATE WALLS WITH SOUND ISOLATION PERFORMANCE RATINGS, PROVIDE DUCT SLEEVE SIZED TO PROVIDE 1/4" GAP BETWEEN THE SLEEVE AND DUCT. FILL THE GAP WITH FIBEROUS MATERIAL AND SEAL AIRTIGHT WITH NON-HARDENING ACOUSTIC SEALANT PIPING SYSTEM SPECIFIC NOTES: 1. PIPE CONDENSATE DRAIN LINES FULL SIZE OF THE UNIT DRAIN OUTLET, WITH "P" TRAP, CONNECTED TO BUILDING DRAINAGE SYSTEMS WITH AIR GAP. SIZE DEPTH OF TRAP FOR ASSOCIATED AIR PRESSURE DIFFERENTIAL. 2. PROVIDE HANGERS, CLAMPS, OFFSETS, EXPANSION JOINTS, ANCHORS AND GUIDES AS NECESSARY TO PREVENT STRESS ON PIPING EXCEEDING ASME ALLOWABLE STRESS ON PIPING MATERIALS. 3. PROVIDE PIPE EXPANSION JOINTS WHERE PIPES PASS THROUGH BUILDING EXPANSION JOINTS. REVEW ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR LOCATIONS AND DIMENSIONS. FIRESTOPPING NOTES: 1. PROVIDE FIRE STOPPING AND SMOKE BARRIER SEALING OF ALL PENETRATIONS THROUGH FIRE OR SMOKE WALLS, BARRIERS AND PARTITIONS AS REQUIRED TO MAINTAIN RATING. REFER TO ARCHITECTURAL FLOOR PLANS AND CODE SHEETS FOR WALL RATINGS. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. DRAWING SYMBOLS SYMBOL DESCRIPTION CALLOUT KEYNOTE TAG REVISION NUMBER A101 1 SIM 1 OR XXX-#EQUIPMENT TAG EXISTING LINETYPE NEW WORK LINETYPE FUTURE WORK LINETYPE DEMO WORK LINETYPE LINE BREAK DEMOLISH AND PATCH ROOF STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.: 2022053.00203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382WWW.CAPEARCHITECTS.COM© Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/25/2022 10:28:56 AMC:\Users\rconnors\Documents\R22-2022053-MEP Central- 225 Whites Path - FedEx_rconnorsX6TUC.rvtMECHANICAL NOTES AND LEGENDS 4/25/2022 M0.1ALTERATION TO EXISTING225 WHITE'S PATHSOUTH YARMOUTH, MA 02664WAREHOUSE & DISTRIBUTION CENTER225 WHITES PATH 2&3 LLCNo. Description Date JAMES L. SENATRO MECHANICAL NO. 53136 . FACP A B C D E F G H J K L M N P Q R S T U V W X Y Z AA BB CC DD 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 U' MAU-1 MAU-2 MAU-3 L-2 L-1 L-3 THERE ARE FIVE EXISTING ROOF MOUNTED EXHAUST FANS, WHICH ARE TO BE DEMOLISHED (X). THREE OF THE EXISTING OPENINGS SHALL BE USED FOR NEW EXHAUST FANS. PATCH REMAINING ROOF OPENINGS. NEW DUCT PENETRATIONS THROUGH ROOF SHALL BE 26.5X26.5 TO MATCH EXHAUST FAN. X X ETR ETR ETR ETR ETR ETR ETR ETR ETR ETRETRETRETR EXISTING GAS RADIANT HEATERS TO REMAIN, CONTRACTOR TO CONFIRM FUNCTIONALITY. IF HEATER DOES NOT WORK CONTACT ARCHITECT AND ENGINEER FOR DIRECTION. CO N CO N CO N CO N CO N CO N CO N CO N CO N CO N CO N CO N CO N CO N CO N CO N CO N CO N EF-9EF-8 EF-7EF-1 EF-2 EF-3 EF-4 EF-5 EF-6 XX X CO/NO2 SENSORS SHALL BE MOUNTED ON COLUMNS, 48" AFF (TYP. 18) 1 M5.1 MD SECTION IS ALSO TYPICAL TO L-1/MAU-1 AND L-2/MAU-2 CONFIGURATIONS MDMD TRANSITION TO 48X48 AND TERMINATE 32'-6" AFF W/ OED & WMS (TYP.) BD BD BD BD BD BD BD BD BD MDMDMD CU-1 CU-2 ACCU-1A PF-1 PF-2 PF-3 PF-4 ACCU-1B RUN RS&RL PIPING THROUGH WAREHOUSE 15'-0", REFER TO CONTINUATION ON M1.2 RS&RL PIPING, REFER TO CONTINUATION ON M1.2 LOCATION IS APPROXIMATE. MOUNT EQUIDISTANT BETWEEN FOUR NEAREST EXISTING SPRINKLERS. MOUNT 3'-0" BELOW EXISTING SPRINKLERS (TYP.4) M1.2 1 STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.: 2022053.00203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM© Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/25/2022 10:28:59 AMC:\Users\rconnors\Documents\R22-2022053-MEP Central- 225 Whites Path - FedEx_rconnorsX6TUC.rvtMECHANICAL FLOOR PLAN 4/25/2022 M1.1ALTERATION TO EXISTING225 WHITE'S PATHSOUTH YARMOUTH, MA 02664WAREHOUSE & DISTRIBUTION CENTER225 WHITES PATH 2&3 LLC1/16" = 1'-0"1 MECHANICAL FLOOR PLAN No. Description Date JAMES L. SENATRO MECHANICAL NO. 53136 . FACP R S T U V W 1 2 3 4 U' TRAINING / MEETING ROOM P&D CHECK-IN SENIOR MANAGER MEN'SWOMEN'S KITCHENETTE ENTRY SORT MANAGER P&D MANAGER OPS MGRS / COORDS COMPUTER ROOM GENERAL STORAGE PACKAGE PICK-UP LOCKERS ENTRY 8'-0"EB-1 8'-0"EB-2 8'-0"EB-3 8"ø 200A2 8"ø 200A2 6"ø 50A1 16x16 800D2 16x16 200D2 10"ø 250A3 12x12 100D1 8"ø 100A2 8"ø 150A2 8"ø 150A2 6"ø 100A1 6"ø 100A1 12x12 200D1 8"ø 200A2 6"ø 25B1 6"ø 30B1 6"ø 75A1 6"ø 75A1 6"ø 125B1 8x8 125E1 8x8 30E1 AHU-1 16x8 12x1212x616x16 700E3 (TYP OF 2) AC-1A AHU-2 TEF-1 TEF-2 TEF-3 14x10 8"ø 6"ø12x1212x1020x128x10 6"ø 8"øERV-1 200 CFM SA ERV MANUFACTURER LOUVERED WALL VENT (TYP.2) 8"ø 8"øMD ERV MANUFACTURER LOUVERED WALL VENT (TYP.2) 12x108x66"ø8x412x8 6x6 6"ø6"ø 6"ø ERV-2 MD 6"ø BALANCE 115 CFM EA 6"ø BALANCE 115 CFM OA 20x12EC-1 200 CFM SA MAINTAIN 10'-0" MINIMUM BETWEEN INTAKE AND EXHAUST8x8 EC-2 12x86"ø 6"ø 6"ø12x12 75D1 12x12 75D1 12x4 AC-1B 20x20 700F1 (TYP OF 2) 16x16 700E3 (TYP OF 2) 8x8 25E1 8x4 T H T T COLD ISLE HOT ISLE C 20x20 700F1 (TYP OF 2) (TYP.5) 6"ø 4"ø 3/4" COND 3/4" COND 3/4" COND 3/4" COND 3/4" COND 3/4" COND PIPE CONDENSATE DROP AND DRAIN TO JANITOR SINK 0'-8" AFF 4"øTERMINATE COMBUSTION FLUE WITH 90 DEGREE ELBOW DOWN TERMINATE EXHAUST FLUE AT LEAST 1'-0" ABOVE DOOR RS & RL, REFER TO M1.1 FOR CONTINUATION RS & RL, REFER TO M1.1 FOR CONTINUATION RS & RL PIPING CONTINUES AND CONNECTS TO EVAPORATOR COIL, EC-2 8"ø CO/NO2 GAS DETECTION SYSTEM CONTROL PANEL FOR UNIT #3. MOUNT 60" AFF TO CENTERLINE OF PANEL. CO/NO2 GAS DETECTION SYSTEM CONTROL PANEL FOR UNIT #2, MOUNT 60" AFF TO CENTERLINE OF PANEL PF-1 THRU 4 CONTROLLER MOUNTED 60" AFF TO CENTERLINE OF PANEL MD 8x612x4 8"ø 12x8STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.: 2022053.00203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM© Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/25/2022 10:28:59 AMC:\Users\rconnors\Documents\R22-2022053-MEP Central- 225 Whites Path - FedEx_rconnorsX6TUC.rvtMECHANICAL PARTIAL PLAN 4/25/2022 M1.2ALTERATION TO EXISTING225 WHITE'S PATHSOUTH YARMOUTH, MA 02664WAREHOUSE & DISTRIBUTION CENTER225 WHITES PATH 2&3 LLC1/4" = 1'-0"1 MECHANICAL PART PLAN No. Description Date JAMES L. SENATRO MECHANICAL NO. 53136 CEILING DIFFUSER, MOUNT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS NOTE: BOTTOM OF DAMPER BLADE MUST BE 3 1/8" MAXIMUM ABOVE BOTTOM OF DIFFUSER. ROUND CONNECTOR DUCT INSULATION SEAL WITH MASTIC DUCT SEALENT AROUND NECK EXTEND INSULATION AND OUTER JACKET OVER THE STAINLESS STEEL WORM DRIVE CLAMP AND TAPE DOWN TO DUCT COLLAR TO MAINTAIN VAPOR BARRIER INTEGRITY. SUPPLY AIR DUCT INSULATED FLEXIBLE DUCT. 8'-0" MAXIMUM LENGTH. NOTES: 1. SUPPORT FLEXIBLE DUCT FROM STRUCTURE AS SPECIFIED. DUCT SHALL NOT KINK, SAG OR REST ON LIGHT FIXTURES, CEILING SUPPORT TEES OR TILE. 2. PROVIDE REGULATORS WHERE VOLUME DAMPER IS ACCESSIBLE. 3. IN UNCONDITIONED CEILING PLENUMS, INSULATE BACK OF DIFFUSER WITH 1" DUCT WRAP AND SEAL WITH VAPOR BARRIER TAPE. BRANCH CONNECTION WITH VOLUME DAMPER. INSTALL WITH BLADE PARALLEL TO AIRSTREAM. ON INSULATED DUCTS MOUNT QUADRANT REGULATORS ON STANDOFF MOUNTING BRACKETS, BASES, OR ADAPTORS AS PER THE MANUAL VOLUME CONTROL DAMPER SECTION IN SPECIFICATION 23 33 00. WORM DRIVE CLAMP (TYP) EXISTING WALL (TYP.) WIND-DRIVEN RAIN RESISTANT LOUVER EXISTING STRUCTURE PROVIDE FLANGED DRIP CAP MOUNTING FRAME BETWEEN LOUVER AND WALL. SEAL WEATHERPROOF AND INSTALL ACCORDING TO MANUFACTURER'S INSTRUCTIONS. SEAL WEATHERPROOF ALL SEAMS AND OPENINGS AROUND FRAME AND INSTALL ACCORDING TO MANUFACTURER'S INSTRUCTIONS. PROVIDE FLASHING/DRIP EDGE BETWEEN WALL AND PROVIDE EXTENDED SILL WITH END DAMS (TYPICAL)DUCT PITCH CLIP ANGLES & FASTENERS (TYPICAL) MD AHU RETURN DUCTFC EXHAUST AIR OUTSIDE AIR HRV EXHAUST AIR OUTSIDE AIR INTAKE LOUVER. MAINTAIN 10 FT. MINIMUM SEPARATION FROM ANY BUILDING EXHAUST, VENT OR CHIMNEY EXHAUST LOUVER ENERGY RECOVERY UNIT MOUNT ERV SECURELY TO STRUCTURE ABOVE MD PROVIDE MOTORIZED DAMPER ON ERV INLET AND OUTLET TO OPEN UPON ACTIVATION OF UNIT FC Level 1 41'-6" T.O. STEEL 75'-11" 1 2 Level 2 34' -5" Level 1 0' -0" MAU-3 L-3 18x20 14x2018x24 TERMINATE WITH OPEN ENDED DUCT AND WIRE MESH SCREEN (1,800 CFM) INSTALL LOUVER IN EXISTING TRUCK DOOR, FILL GAPS AND FLASH AROUND LOUVER. 96x96 MD 96x48 OED W/ WMS (25,200 CFM)36x969' - 0"MD 3" FIBERGLASS BOARD INSULATION WITH SELF-SEALING VAPOR JACKET, VENTURECLAD OR APPROVED EQUAL. SUPPORT FROM STRUCTURE ABOVE COUNTER FLASHING ROOF EXTERNALLY INSULATED DUCTWORK ROOFING POWER WIRING BY DIVISION 26 BACKDRAFT DAMPER MANUFACTURER'S ROOF CURB AND FLASHING NOTE: THIS DETAIL APPLIES TO NEW FANS ONLY SUPPLY AIR DUCTWORK (TYPICAL) SIZE AS INDICATED ON THE PLAN. PROVIDE TRANSITIONS TO MATCH EQUIPMENT INLET AND OUTLET SIZES. DUCTWORK SHALL BE SUPPORTED SEPARATELY FROM THE EQUIPMENT. RETURN AIR DUCTWORK (TYPICAL) SIZE INDICATED ON PLANS. DUCTWORK TO BE SUPPORTED SEPARATELY FROM UNIT. PROVIDE TRAP ON CONDENSATE DRAIN SIZE IN ACCORDANCE WITH AIR HANDLING UNIT MANUFACTURER'S RECOMMENDATIONSCONDENSATE DRAIN SIZE AND LOCATION PER PLANS CEILING SUPPLY DUCT FC AHU-1, 2 FC FILTER SECTION REFRIGERANT LIQUID AND SUCTION LINE SET TO CONDENSER UNIT SIZE PER MANUFACTURERS RECOMMENDATIONS EC-1, 2 SUPPORT AHU FROM STRUCTURE BELOW STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.: 2022053.00203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM© Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/25/2022 10:29:00 AMC:\Users\rconnors\Documents\R22-2022053-MEP Central- 225 Whites Path - FedEx_rconnorsX6TUC.rvtMECHANICAL DETAILS 4/25/2022 M5.1ALTERATION TO EXISTING225 WHITE'S PATHSOUTH YARMOUTH, MA 02664WAREHOUSE & DISTRIBUTION CENTER225 WHITES PATH 2&3 LLCNTS6DIFFUSER WITH FLEX DUCT DETAIL NTS3LOUVER MOUNTING DETAIL NTS4ENERGY RECOVERY VENTILATOR DETAIL 1/4" = 1'-0"1 MAKEUP AIR DUCTWORK SECTION NTS2ROOF MOUNTED FAN DETAIL NTS5HORIZONTAL CEILING MOUNTED AIR HANDLING UNIT DETAIL No. Description Date JAMES L. SENATRO MECHANICAL NO. 53136 ELECTRIC BASEBOARD SCHEDULE GENERAL TAG MANUFACTURER MODEL LOCATION PERF. ELECTRICAL WATTS REMARKS TYPE 1.ELECTRIC BASEBOARD RATINGSVOLTAGE FEATURESPHASE REMARKS - TYPE REMARKS - RATINGS REMARKS - FEATURES BTU/H PER FT 1.RATED AT 70°F EAT 1.BUILT IN CONTROLS 2. EB-1, 2, 3 QMARK BDBSL024 SEE PLANS 341.2 900 120 1 1 1 1,2 WIDTH (IN) HEIGHT (IN) ENCLOSURE 2 5/8" 4 SYMBOL DESCRIPTION TAG LENGTH NON-FUSED DISCONNECT SWITCH ENERGY RECOVERY UNIT SCHEDULE GENERAL TAG MANUFACTURER MODEL LOCATION SERVICE WEIGHT (LBS) PHYS.PERFORMANCE ELECTRICAL FLA REMARKS TYPE 1.STATIC PLATE - SENSIBLE AND LATENT HEAT TRANSFER MOTOR HP RATINGSVOLTAGE FEATURESPHASE INSTALL REMARKS - TYPE REMARKS - RATINGS REMARKS - FEATURES REMARKS - INSTALL 1.EFFECTIVENESS BASED ON HVI CERTIFICATION RATINGS 1.SINGLE POINT POWER CONNECTION, LOUVERED WALL VENT WITH ROUND DUCT CONNECTION, DUCT MOUNTED CARBON DIOXIDE SENSOR CONTROL 1.PROVIDE FLEXIBLE DUCT CONNECTIONS AT INLET AND DISCHARGE CFM ESP (IN WG) SUPPLY FAN CFM ESP (IN WG) EXHAUST FAN EFFECTIVENESS SUMMER TOTAL % SENS. % ERV-1 WINTER TOTAL % RENEWAIRE 120 1 1 1 1,2 1 ERV-2 RENEWAIRE 120 1 1 1 1,2 1 EV300 EV200 SEE PLANS SEE PLANS VENTILATION & EXHAUST VENTILATION & EXHAUST 72 68 200 115 0.5 0.5 115 195 0.5 0.5 71 77 57 64 77 81 3.3 1.5 0.2 0.1 ESP (IN WG) FAN SCHEDULE GENERAL TAG MANUFACTURER MODEL LOCATION SERVICE WEIGHT (LBS) PHYSICAL CFM ELECTRICAL WATTS REMARKS TYPE 1. 2. HP RATINGSRPMVOLTAGE FEATURESBHPPHASE INSTALL REMARKS - TYPE REMARKS - RATINGS REMARKS - FEATURES REMARKS - INSTALL 1. 2. 1. 2. 3. 1. 2.CEILING EXHAUST SOUND PERFORMANCE CERTIFIED IN ACCORDANCE TO AMCA 311 AIR PERFORMANCE CERTIFIED IN ACCORDANCE TO AMCA 211 REFER TO DETAILDOWNBLAST, ROOF MOUNTED, ECM BACKDRAFT DAMPER NON-FUSED DISCONNECT SWITCH PERFORMANCE STATIC EFFIC. EF-1 THRU 6 GREENHECK G-240-VG TEF-1 GREENHECK SP-A290 SEE PLANS RESTROOM CO/NO2 EXHAUST BATHROOM EXHAUST 225 24 9,000 200 0.25 0.5 1,023 1,050 13% 38% 2.8 0.04 - 5 - 208 115 3 1 1 2 1-2 1-2 1-3 6 1,3 2 WHEEL DIA. (IN.) -29 3.5 81 PROVIDE FLEXIBLE DUCT CONNECTIONS AT DISCHARGE SONES - ROOF CURB 3.BACKDRAFT DAMPER TEF-3 GREENHECK 2 1-2 6 2SP-LP0511 JANITOR CLOSET JANITOR EXHAUST 8 - 50 11 - 115 10.5 820 - TEF-2 GREENHECK SP-A290 RESTROOM 24 200 0.5 1,050 38% 0.04 - 115 1 2 1-2 6 23.5 81- PF-1,2,3,4 BIG ASS FANS 3 1,4 4,5 4BASIC 6 SEE PLANS CIRCULATION 204 16 -- 2 208 3- 98 - - - - 4.VFD3.UL 507 DRIVE DIRECT GEAR DIRECT DIRECT DIRECT 3.HVLS PADDLE FAN 4.SUSPEND FROM STRUCTURE ABOVE WITH MANUFACTURER MOUNTING KIT, MOUNT 3-0" BELOW EXISTING SPRINKLERS.5.MOUNTING KIT - - EF-7 THRU 9 GREENHECK G-240-VG SEE PLANS CO/NO2 EXHAUST 225 9,000 0.25 1,023 13% 2.8 - 5 460 3 1 1-2 1-3 1,3-29DIRECT 6.ACTIVATE ON LIGHT SWITCH COMPRESSOR, R-410A NEOPRENE VIBRATION ISOLATION KIT EVAPORATOR DEFROST CONTROL TRANE 4TTR6042 NON-FUSED DISCONNECT SWITCH SEE SPLIT SYSTEM EVAPORATOR COIL SCHEDULE FOR COOLING CAPACITIES SPLIT AIR CONDITIONING SYSTEM COMPRESSOR UNIT SCHEDULE GENERAL TAG MANUFACTURER MODEL WEIGHT (LBS) ELECTRICAL MCA REMARKS TYPE 1. MOP RATINGSVOLTAGE FEATURESPHASE INSTALL REMARKS - TYPE REMARKS - RATINGS REMARKS - FEATURES REMARKS - INSTALL 1.1. 2. 3. PHYS. MATCHED FAN COIL UNIT CU-1 CU-2 AHU-1 AHU-2 302 140 12 20 208 3 1 1 1 1-2 1-2 1-3 1-3 - - PERFORMANCE DATA NOMINAL TONS SOUND POWER (dBA) 3-1/2 1-1/2 72 72 95 EER 13.0 SEER 16.0 AMBIENT TEMP. (°F) COOLING 95 12.0 14.5TRANE 4TTR3018H1 21.0 35 208 EFFICIENCIES ARE RATED AT AHRI1. MOUNT ON 4" CONCRETE PAD1. FURNACE SCHEDULE GENERAL TAG MANUFACTURER MODEL LOCATION WEIGHT (LBS) PHYS.PERFORMANCE ELECTRICAL MCA REMARKS TYPE 1. 2. MOP RATINGSVOLTAGE FEATURESPHASE INSTALL REMARKS - TYPE REMARKS - RATINGS REMARKS - FEATURES REMARKS - INSTALL NATURAL GAS FIRED, NON-CONDENSING, SINGLE STAGE, FAN ASSISTED COMBUSTION, HORIZONTAL, DIRECT DRIVE BLOWER 1.70°F EAT 1. 2. 3. FILTER RACK WITH 1" THICK MERV-4 DISPOSABLE FILTER 1. 2. NATURAL GAS FIRED, NON-CONDENSING, TWO STAGE, FAN ASSISTED COMBUSTION, HORIZONTAL, DIRECT DRIVE BLOWER HEATING INPUT (MBH) OUTPUT (MBH) FAN ESP (IN WG)CFM SPEED AFUE (%) CONCENTRIC VENT/COMBUSTION AIR WALL KIT SUPPORT UNIT FROM STRUCTURE BELOW AT FOUR CORNERS WITH NEOPRENE VIBRATION MOUNTS PROVIDE FLEXIBLE DUCT CONNECTIONS AT INLET AND DISCHARGEDIRECT EXPANSION (DX) EVAPORATOR COIL - SEE SPLIT SYSTEM EVAPORATOR COIL SCHEDULE EVAP. COIL TAG FURNACE GENERAL WEIGHT (LBS) PHYS.REMARKS TYPE RATINGS FEATURES INSTALL SPLIT SYSTEM EVAPORATOR COIL SCHEDULE TOTAL (MBH) SENSIBLE (MBH)CFM SPD (IN WG) 1. DIRECT EXPANSION (DX), CASED, R-410A REMARKS - TYPE REMARKS - RATINGS REMARKS - FEATURES REMARKS - INSTALL 1. THERMAL EXPANSION VALVE 1. COOLING CAPACITIES ARE AT ARI CONDITIONS - 95°F OAT, 75°F EDB, 63°F EWB, WITH MATCHED COMPRESSOR UNIT 1. COOLING AIR SIDE PERFORMANCE PROVIDE SPLIT SYSTEM REFRIGERANT PIPING BETWEEN COIL AND COMPRESSOR UNIT, SIZED AND CONFIGURED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPING AND CONDUIT (POWER & CONTROLS) WALL PENETRATIONS SHALL BE WATERTIGHT. MATCHED COMP. UNIT AHU-1 TRANE EC-1 AHU-2 TRANE EC-2S8X1A026M2PSC SEE PLAN 124 94 60.0 26.0 48.0 20.2 80 80 1,300 530 0.7 0.5 HIGH HIGH 12.0 6.7 15 15 115 115 1 1 1 2 1 1 1-4 1-4 1-2 1-2 EC-1 EC-2 AHU-1 AHU-2 CU-1 34 52 41.4 18.0 30.1 12.1 1,300 530 0.35 0.25 1 1 1 1 1 1 1 1 SEE PLAN CU-2 S8X2B060M4PSC 4.NON-FUSED DISCONNECT DIFFUSER, GRILLE & REGISTER SCHEDULE A1 6 0-100 0.1 10 1. PERFORMANCE DATA LISTED IS AT MAX AIRFLOW 2. BORDER TYPES SHALL BE COMPATIBLE WITH CEILING TYPE FOR THE ROOM IN WHICH IT IS LOCATED. CONTRACTOR SHALL REVIEW THE ARCHITECTURAL REFLECTED CEILING PLANS FOR SPECIFIC CEILING TYPES IN EACH SPACE. 3. PROVIDE WHITE FINISH UNLESS OTHERWISE NOTED. FINISHES, COLOR, AND BORDER TYPES SHALL BE APPROVED BY THE ARCHITECT 4. REFER TO PLANS FOR LOCATION, AIR QUANTITIES, TYPE, AND BLOW PATTERN OF EACH DEVICE. 8 101-200 16 10 201-300 19 12 301-450 21 14 451-600 6 0.1 0.118x18 8 0-100 101-200 16 10 201-300 A2 A3 A4 A5 B1 B2 B3 B4 12 301-450 210.118x18 SYMBOL NECK SIZE/ RUNOUT SIZE (IN) FACE SIZE (IN) AIRFLOW SELECTION RANGE (CFM) MAX. AIR P.D. MAX. N.C. LEVEL REMARKS 21 10 19 0.1 0.1 0.1 0.1 0.1 18x18 18x18 18x18 FEATURES INSTALL 1. INTEGRAL VOLUME DAMPER 2. PROVIDE ALUMINUM CONSTRUCTION FOR DEVICES INSTALLED IN TOILET ROOMS. REMARKS - GENERAL NOTES REMARKS - FEATURES REMARKS - INSTALLATION 1. PROVIDE A DUCT MOUNTED VOLUME DAMPER WHETHER OR NOT A DUCT MOUNTED VOLUME DAMPER IS INDICATED ON PLAN, EXCEPT THAT A VOLUME DAMPER IS NOT REQUIRED: A. AT TRANSFER AIR APPLICATIONS - WHERE DIFFUSER OR GRILLE IS NOT CONNECTED BY A DUCTWORK SYSTEM TO A FAN B. WHERE ONLY ONE SUPPLY DIFFUSER OR GRILLE, OR ONE EXHAUST GRILLE, OR ONE RETURN GRILLE IS SERVED BY THE FAN OR AIR HANDLING EQUIPMENT C. WHERE A VOLUME DAMPER IS SPECIFIED AS INTEGRAL TO THE ASSOCIATED DEVICE. 2 2 TYPE 1 1 1 2 REMARKS - TYPE TITUS TDC MANUFACTURER / MODEL DUTY SUPPLY SUPPLY PERFORMANCEPHYSICALGENERAL B5 14 0.118x18451-600 21 TITUS TDC C1 10x6 0-20010x6 18 C2 12x8 200-320 C3 18x10 321-550 C4 24x12 551-900 1924x12 12x8 18x10 C5 24x24 991-200024x24 18 18 25 0.1 0.1 0.1 0.1 0.1 1,2 1TITUS 300RL SUPPLY D1 12x12 0-450 12 16x16 451-800 14 20x20 801-1200 16 201-350 18 351-675 13 0-200 8x8 0-100 10 12x12 101-450 12 16x16 451-800 14 20x20 801-2000 16 8x8 12x12 16x16 20x20 10x6 10x6 18x8 18x8 22x10 22x10 D2 D3 E1 E2 0-200036x18 36x18 16 18 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 1 1 TITUS 350RL TITUS 350RL RETURN / EXHAUST RETURN / EXHAUST E3 E4 E5 E6 E7 E8 1. LOUVERED FACE CEILING SUPPLY DIFFUSER, ROUND NECK, LAY-IN T-BAR CEILING MOUNT. 2. LOUVERED FACE CEILING SUPPLY DIFFUSER, ROUND NECK, SURFACE MOUNT FLANGE BORDER. 3. SUPPLY GRILLE, ADJUSTABLE DOUBLE DEFLECTION BLADES, 3/4" BLADE SPACING, FRONT BLADES PARALLEL TO LONG DIMENSION, SURFACE MOUNT FLANGE BORDER. 4. LOUVERED GRILLE WITH 35-DEGREE FIXED BLADES, 3/4" SPACING, BLADES PARALLEL TO LONG DIMENSION, LAY-IN T-BAR CEILING MOUNT. 5. LOUVERED GRILLE WITH 35-DEGREE FIXED BLADES, 3/4" SPACING, BLADES PARALLEL TO LONG DIMENSION, SURFACE MOUNT FLANGE BORDER 6. EGGCRATE GRILLE 3 4 5 12x12 9x9 18x18 18x18 12x12 16x16 20x20 1,2 1,2 0-73020x2021-3/4x21-3/4 130.1F1 TITUS 50F SUPPLY 6 - - LOUVER SCHEDULE GENERAL TAG MANUFACTURER MODEL LOCATION SERVICE WIDTH (IN) PHYSICAL PERFORMANCE CFM REMARKS TYPE 1. RATINGS FEATURESFPM INSTALLSPD (IN WG) REMARKS - TYPE REMARKS - RATINGS REMARKS - FEATURES REMARKS - INSTALL HEIGHT (IN) FREE AREA (SQ FT) 1.AMCA 511 CERTIFIED FOR WATER AND AIR PERFORMANCE 1. 2. 1.STATIONARY LOUVER, DRAINABLE BLADES, EXTRUDED ALUMINUM FRAME & BLADES, 6" DEEP INSECT SCREEN ESD635 0.8 MIL BAKED ENAMEL FINISH, COLOR SELECTABLE BY ARCHITECT L-1 & L-2 1GREENHECKSEE PLANS MAKEUP AIR 96 96 1 1-2 1 L-2 ESD635GREENHECK SEE PLANS MAKEUP AIR 96 96 41.6 18,000 11 1-2 10.03432 41.6 27,000 648 0.06 TO BE INSTALLED IN EXISTING GARAGE BAY DOOR 100% OUTSIDE AIR MAKE-UP AIR UNIT SCHEDULE REMARKS TYPE RATINGS FEATURES INSTALL GREENHECKMAU-1,2 3 DGX-P109-H12-MF GENERAL TAG MANUFACTURER MODEL REMARKS - TYPE REMARKS - RATINGS REMARKS - FEATURES REMARKS - INSTALL 1. TEMPERED MAKEUP AIR UNIT, DIRECT FIRED 1. MERV-8 FILTER 1. SUSPEND FROM STRUCTURE ABOVE ELECTRICAL MCA MOP VOLTAGE PHASE WEIGHT (LBS) PHYSICAL 1 - 1 1 L x W x H (IN.) SUPPLY FAN CFM ESP (IN WG) SPEED OR RPM BHP DIRECT GAS FURNACE INPUT (MBH) PERFORMANCE DATA OUTPUT (MBH) EFF. (%) LAT (°F) EAT (°F) FUEL INLET PRESS. (IN.WG.) GAS # OF BURNERSTURN- DOWN 1,800729 118x34x39 0.5 3,180 0.73 NG 6-14 126.1 116.1 10.3 70.0 92 30:1 1 6.2 15 208 3 STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.: 2022053.00203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM© Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/25/2022 10:29:01 AMC:\Users\rconnors\Documents\R22-2022053-MEP Central- 225 Whites Path - FedEx_rconnorsX6TUC.rvtMECHANICAL SCHEDULES 4/25/2022 M6.1ALTERATION TO EXISTING225 WHITE'S PATHSOUTH YARMOUTH, MA 02664WAREHOUSE & DISTRIBUTION CENTER225 WHITES PATH 2&3 LLCNo. Description Date JAMES L. SENATRO MECHANICAL NO. 53136 COMPUTER ROOM AIR CONDITIONING UNIT AIR-COOLED CONDENSER GENERAL TAG MANUFACTURER MODEL WEIGHT (LBS) ELECTRICAL MCA REMARKS TYPE 1.REMOTE AIR-COOLED CONDENSER MOP RATINGSVOLTAGE FEATURESPHASE INSTALL REMARKS - TYPE REMARKS - RATINGS REMARKS - FEATURES REMARKS - INSTALL 1.COOLING TO -20°F 1.MOUNT ON SNOWLEGS AND CONCRETE HOUSEKEEPING PAD. PHYSICAL MATCHED CRAC UNIT # OF FANS ACCU-1A/B DATAAIRE DARC-1134 AC-1 370 1 23.6 35 208 3 1 - 1 1 PERFORMANCE DATA NOMINAL TONS SOUND POWER (dBA) 3 -95 AMBIENT TEMP. (°F) 2.NON-FUSED DISCONNECT SWITCH COMPRESSOR(S) NOMINAL TONS # OF COMP. 2 3 # OF REFRIG. CIRCUITS 2 SCOP 1.93 3.SCROLL COMPRESSORS: (1) VARIABLE SPEED AND (1) FIXED SPEED. 5 YEAR COMPRESSOR WARRANTY. COMPUTER ROOM AIR CONDITIONING UNIT GENERAL TAG MANUFACTURER MODEL LOCATION WEIGHT (LBS) PHYS.PERFORMANCE ELECTRICAL MCA REMARKS TYPE 1.HORIZONTAL SPLIT DX WITH REMOTE AIR-COOLED CONDENSER MOP RATINGSVOLTAGE FEATURESPHASE INSTALL REMARKS - TYPE REMARKS - RATINGS REMARKS - FEATURES REMARKS - INSTALL 1.CAPACITY LISTED IS NET WITH FAN HEAT MINI DAP4TOUCH CONTROLLER. CONDENSATE PUMP, INTERNALLY MOUNTED AND POWERED. MERV 8 FILTER. DIRTY FILTER ALARM. DISCONNECT SWITCH, STEAM 1.7 KW HUMIDIFIER (5 LB/HR), R-410A. 1.PROVIDE SPLIT SYSTEM REFRIGERANT PIPING BETWEEN AIR HANDLING UNIT AND COMPRESSOR UNIT, SIZED AND CONFIGURED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPING AND CONDUIT (POWER AND CONROLS) WALL PENETRATIONS SHALL BE WATER TIGHT. TOTAL (MBH) SENSIBLE (MBH) COOLING MATCHED COND. UNIT AC-1A/B DATAAIRE COMPUTER ROOMDAPA-0332-AO ACCU-1A/B 370 34.16 31.61 14.2 15 208 3 1 1 1 1 DB WB DB WB EAT (°F) LAT (°F) 80.0 67.0 58.3 56.9 NOMINAL TONS 3 SUPPLY FAN ESP (IN WG) TOTAL AIRFLOW (CFM) RPM 1,400 0.5 - 1 - 1.0 TSP (IN WG) FAN QTY.HP 1. 1 OA H C SA TE PACKAGED MAU 3 SEQUENCE OF OPERATION SAFETIES A. HEATING SECTION SHALL BE PROVIDED WITH THE FOLLOWING MINIMUM PROTECTION: A. PRIMARY AND AUXILIARY HIGH-TEMPERATURE LIMIT SWITCHES. B. INDUCED DRAFT PRESSURE SENSOR. C. FLAME ROLL OUT SWITCH (MANUAL RESET). D. FLAME PROVING CONTROLS. OPERATION: 1. THE MAKE UP AIR UNIT SHALL OPERATE CONTINUOUSLY AND BE INTERLOCKED WITH EXHAUST FANS, EF-# (REFER TO GENERAL NOTE #2 ON PARKING GARAGE EXHAUST SYSTEM CONTROL DIAGRAM). HEATING MODE 1. THE UNIT CONTROLLER SHALL USE THE DISCHARGE TEMPERATURE AND DISCHARGE TEMPERATURE HEATING SETPOINT TO DETERMINE WHEN TO INITIATE REQUESTS FOR HEAT. WHEN THE DISCHARGE AIR TEMPERATURE DROPS BELOW THE DISCHARGE TEMPERATURE HEATING SETPOINT, THE CONTROLLER SHALL ENABLE THE MODULATING HEAT BANK AT HIGH FIRE FOR 60 SECONDS, THEN THE CONTROLLER SHALL MODULATE THE HEAT BANK TO THE NECESSARY RATE TO SATISFY THE DISCHARGE AIR TEMPERATURE HEATING SETPOINT. SUPPLY FAN 1. THE SUPPLY FAN SHALL ACTIVATE ON A COMMAND FOR THE MAKE-UP AIR UNIT TO ACTIVATE. 2. A DIFFERENTIAL PRESSURE SWITCH SHALL MONITOR THE DIFFERENTIAL PRESSURE ACROSS THE FAN. IF THE SWITCH DOES NOT OPEN WITHIN 40 SECONDS AFTER A REQUEST FOR FAN OPERATION A FAN FAILURE ALARM SHALL BE ANNUNCIATED AT THE BAS, THE UNIT SHALL STOP, REQUIRING A MANUAL RESET. KEYNOTES PACKAGED MAU. PROVIDE MANUFACTURER'S DIGITAL CONTROLLER WITH SELF-CONTAINED LOW-VOLTAGE CONTROL CIRCUIT PROTECTED BY A RESETTABLE CIRCUIT BREAKER ON THE 24- VOLT TRANSFORMER SIDE. FACTORY-MOUNTED CONTROLS SHALL INCLUDE THE FOLLOWING, AT A MINIMUM: • OUTSIDE AIR TEMPERATURE SENSOR • DISCHARGE AIR TEMPERATURE SENSOR • DIRTY FILTER SWITCH • SUPPLY FAN AIR PROVING SWITCH • LEAVING COIL TEMPERATURE SENSOR • OTHER SENSORS AS REQUIRED TO ACCOMPLISH THE SEQUENCE OF OPERATION BELOW DISCHARGE TEMPERATURE SENSOR HARDWIRED FROM MFRS CONTROL PANEL GAS FURNACE 1 2 3 2 SEQUENCE OF OPERATION GENERAL 1. THE GAS DETECTION SYSTEM SHALL PROVIDE ANALOG OUTPUTS (4-20 MA) FOR MODULATING THE SPEED OF THE ECM FANS. 2. A DEDICATED GAS DETECTION SYSTEM SHALL BE PROVIDED PER RESIDENT UNIT # (2), AND SHALL BE ASSOCIATED WITH THE EXHAUST FANS IN THAT UNIT, EXACT FANS SPECIFIED BELOW. FURTHERMORE, INDIVIDUAL MAKEUP AIR UNITS SHALL BE INTERLOCKED WITH THESE FANS AS SPECIFIED BELOW: A. UNIT 2 a. EF-1 THROUGH EF-6, AND SHALL BE INTERLOCKED WITH MAU-1 AND MAU-2 B. UNIT 3 a. EF-7 THROUGH 9, AND MAU-3 SHALL BE INTERLOCKED WITH MAU-3. OPERATION 1. EXHAUST AND MAKEUP AIR UNITS SHALL OPERATE CONTINUOUSLY AT A MINIMUM VENTILATION RATE TO PROVIDE 0.05 CFM/FT² EXHAUST. 2. IF GAS LEVELS AT ANY SENSOR REACH LOW ALARM SETPOINT, FANS SHALL OPERATE AT HIGH SPEED (9,000 CFM EACH) 3. IF THE CO LEVEL AT ANY SENSOR RISES ABOVE SETPOINT 25 PPM OR IF THE NO2 LEVEL AT ANY SENSOR RISES ABOVE SETPOINT 1 PPM, FANS SHALL OPERATE AT FULL SPEED, AND THE MOTORIZED DAMPER SHALL OPEN TO ALLOW MAKEUP AIR INTO THE SPACE. AUDIBLE AND VISUAL ALARM SHALL ACTIVATE. KEYNOTES AUDIBLE AND VISUAL ALARM. LOCATE ALARM DEVICES AS SHOWN ON THE PLANS PROVIDE CO/NO2 DETECTION SYSTEM CAPABLE OF ACTIVATING MULTIPLE EXHAUST FAN(S) AND INTAKE DEVICES, MACURCO CX6 OR EQUAL. PROVIDE INTERCONNECTING WIRING FOR A COMPLETE SYSTEM. INSTALL PER MANUFACTURER'S REQUIREMENTS. TYPICAL CO/NO2 SENSORS. REFER TO PLANS FOR LOCATIONS. 1 2 3 TYPICAL EXHAUST FAN TYPICAL INTAKE LOUVER OA CO/NO2 DETECTION SYSTEM CONTROL PANEL NO2CO 1 TO ADDITIONAL CO/NO2 SENSORS. REFER TO PLANS FOR LOCATIONS2 3 DI4 REFER TO MAKEUP AIR UNIT CONTROL DIAGRAM OA EXH POINT OF USE SWITCH WITH TIMER HS EA EA 120V SEQUENCE OF OPERATION GENERAL 1. FAN SHALL BE CONTROLLED VIA LIGHT SWITCH WITH COUNTDOWN TIMER OPERATION 1. IF LIGHT SWITCH IS TURNED TO 'ON' POSITION, FAN SHALL ACTIVATE. 2. IF LIGHT SWITCH IS TURNED TO 'OFF' POSITION, FAN SHALL REMAIN ACTIVE FOR 10 MINUTES AND THEN DEACTIVATE. SEQUENCE OF OPERATION GENERAL 1. PROVIDE UNIT MANUFACTURER'S STANDARD CONTROLS WITH CO2 SENSOR. 2. SENSOR SHALL BE WALL MOUNTED OPERATION 1. ERV SHALL BE ENABLED WHEN ITS ASSOCIATED FURNACE IS ACTIVATED. IF THE ASSOCIATED FURNACE IS DEACTIVATED, THE ERV SHALL BE DISABLED. 2. ERV SHALL ACTIVATE UPON A CALL FROM THE CO2 SENSOR. UPON A CALL TO ACTIVATE, THE ASSOCIATED OUTSIDE AIR AND EXHAUST AIR DAMPERS SHALL OPEN. WHEN DAMPERS ARE FULLY OPEN, THE ERV SUPPLY AND EXHAUST FANS SHALL ACTIVATE AT A CONSTANT SPEED. EA SA OA EA MFR. CONTROLLER ERV CO2 KEYNOTES PACKAGED INDOOR EVAPORATOR UNIT OUTDOOR CONDENSING UNIT PROVIDE WIRING IN ACCORDANCE WITH UNIT MANUFACTURER'S INSTALLATION GUIDELINES PLENUM RATED, UL508 CONDENSATE OVERFLOW SWITCH MOUNTED IN PRIMARY DRAIN PAN. SWITCH SHALL BE WIRED TO DE-ENERGIZE UNIT UPON DETECTION OF RISING WATER (BLOCKED DRAIN) AND GENERATE A LOCAL BUZZER ALARM. LOCAL WALL-MOUNTED THERMOSAT REFRIGERANT LIQUID AND SUCTION LINES SIZED PER MANUFACTURER 1 2 3 4 5 3 2 3 4 6 6 SEQUENCE OF OPERATION GENERAL 1. PROVIDE CRAC UNIT WITH MANUFACTURER'S STANDARD STAND-ALONE CONTROLS AND THERMOSTAT. OPERATION 1. IF SPACE TEMPERATURE RISES ABOVE SETPOINT, THE UNIT'S PACKAGED CONTROLS SHALL ACTIVATE UNIT IN COOLING TO MAINTAIN SETPOINT. TE UNIT MFRS. THERMOSTAT MS C C SARA 5 COMPRESSOR SECTION 1 ELECTRIC BASEBOARD SEQUENCE OF OPERATION GENERAL 1. PROVIDE STANDALONE CONTROLS. OPERATION 1. IF THE SPACE TEMPERATURE DROPS BELOW SETPOINT THE UNIT S HALL ACTIVATE. IF THE SPAC ETEMPERATURE IS SATISFIED, THE UNIT SHALL DEACTIVATE. 2. UNIT'S BUILT-IN TEMPERATURE HIGH-LIMIT CUT-OFF AUTOMATICALLY SHUTS OFF CURRENT IN THE EVENT OF OVERHEATING AND REACTIVATES UNIT WHEN TEMPERATURE RETURNS TO NORMAL TEBUILT IN SPACE TEMPERATURE SENSOR THIS APPLIES TO PF-# VFD SEQUENCE OF OPERATION GENERAL 1. PROVIDE MANUFACTURER'S CONTROL PANEL. VFD SHALL BE PROVIDED INTEGRAL WITH FAN. CEILING FANS SHALL OPERATE WITH LOCAL WALL CONTROLLER. KEYNOTES PACKAGED INDOOR EVAPORATOR UNIT OUTDOOR CONDENSING UNIT PROVIDE WIRING IN ACCORDANCE WITH UNIT MANUFACTURER'S INSTALLATION GUIDELINES PLENUM RATED, UL508 CONDENSATE OVERFLOW SWITCH MOUNTED IN PRIMARY DRAIN PAN. SWITCH SHALL BE WIRED TO DE-ENERGIZE UNIT UPON DETECTION OF RISING WATER (BLOCKED DRAIN) AND GENERATE A LOCAL BUZZER ALARM. LOCAL WALL-MOUNTED THERMOSAT REFRIGERANT LIQUID AND SUCTION LINES SIZED PER MANUFACTURER INDIRECT GAS HEATING SYSTEM 1 2 3 4 5 3 2 3 4 6 6 SEQUENCE OF OPERATION GENERAL 1. PROVIDE AC UNIT WITH MANUFACTURER'S STANDARD STAND-ALONE CONTROLS AND THERMOSTAT. OPERATION 1. IF SPACE TEMPERATURE RISES ABOVE SETPOINT, THE UNIT'S PACKAGED CONTROLS SHALL ACTIVATE UNIT IN COOLING TO MAINTAIN SETPOINT. 2. IF SPACE TEMPERATURE RISES BELOW SETPOINT, THE UNIT'S PACKAGE CONTROL SHALL ACTIVATE IN HEATING TO MAINTAIN SETPOINT TE UNIT MFRS. THERMOSTAT MS C C SARA 5 H C 7 7 STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.: 2022053.00203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM© Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/25/2022 10:29:02 AMC:\Users\rconnors\Documents\R22-2022053-MEP Central- 225 Whites Path - FedEx_rconnorsX6TUC.rvtMECHANICAL SCHEDULES AND DIAGRAMS 4/25/2022 M6.2ALTERATION TO EXISTING225 WHITE'S PATHSOUTH YARMOUTH, MA 02664WAREHOUSE & DISTRIBUTION CENTER225 WHITES PATH 2&3 LLCNTS7MAKE-UP AIR UNIT NTS5PARKING GARAGE EXHAUST SYSTEM NTS2BATHROOM EXHAUST FAN CONTROLS NTS4ENERGY RECOVERY UNIT NTS6COMPUTER ROOM AC SYSTEM NTS1BASEBOARD RADIATOR NTS3HVLS FAN CONTROLS NTS8FURNACE DX SPLIT SYSTEM No. Description Date JAMES L. SENATRO MECHANICAL NO. 53136 ELECTRICAL ABBREVIATIONS AMPERE ALTERNATING CURRENT ARC FAULT CIRCUIT INTERRUPTER AIR CONDITIONING UNIT ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AIR HANDLING UNIT AMPS INTERRUPTING CURRENT ALUMINUM AUTOMATIC TRANSFER SWITCH AMERICAL WIRE GAUGE BASEMENT CONDUIT CABLE TELEVISION CIRCUIT BREAKER CIRCUIT COMPRESSOR CONDENSATE PUMP CURRENT TRANSFORMER CONDENSING UNIT OR COPPER CABINET UNIT HEATER DRYER DEGREE DIAMETER DOWN DRAWING EXISTING TO REMAIN EXHAUST FAN ELECTRICAL ELEVATOR EMERGENCY ELECTRIC METALLIC TUBING EMERGENCY PANEL EXISTING TO REMAIN ELECTRIC UNIT HEATER ELECTRIC WATER COOLER ELECTRIC WATER HEATER FAHRENHEIT FIRE ALARM FIRE ALARM CONTROL PANEL FOOT CANDLE FAN COIL UNIT GROUND GROUND FAULT CIRCUIT INTERRUPTER HORSE POWER HIGH PRESSURE SODIUM HOUR HERTZ ISOLATED GROUND INCHES JUNCTION BOX THOUSAND CIRCULAR MILS KILOVOLT AMPERE KILOWATT MAXIMUM MAKE-UP AIR UNIT MAIN CIRCUIT BREAKER MOTOR CONTROL CENTER MOLDED CASE CIRCUIT BREAKER METAL HALIDE OR MANHOLE MINIMUM MAIN LUGS ONLY NOT APPLICABLE NEW DEVICE INSTALLED IN SAME LOCATION AS EXISTING REMOVED DEVICE NATIONAL ELECTRIC CODE NOT IN CONTRACT NEW LOCATION OF RELOCATED DEVICE NEW TO REPLACE EXISTING NOT TO SCALE POLE PRIMARY ELECTRIC SERVCE POWER FACTOR PHASE PANEL POLYVINYL CHLORIDE CONDUIT EXISTING TO BE REMOVED REFRIGERATOR RIGID GALVANIZED STEEL CONDUIT EXISTING TO BE RELOCATED ROOM EXISTING TO BE REMOVED AND REPLACED WITH NEW (EXISTING BACKBOXES, CONDUIT AND WIRING TO REMAIN) EXISTING TO BE RELOCATED IN SAME LOCATION ON NEW SURFACE ROOFTOP UNIT SECONDARY ELECTRICAL SERVICE SPECIFICATION SWITCHBOARD SURGE PROTECTION DEVICE TELECOMMUNICATIONS/TELEPHONE TELEVISION TRANSFORMER TYPICAL UNIT HEATER UNLESS OTHERWISE NOTED VOLTS VOLT AMPERE VOLTS ALTERNATING CURRENT VERIFY IN FIELD WATT OR WIRE WASHER WIRE GUARD WEATHERPROOF A/AMP AC AFCI ACU AFF AFG AHU AIC AL ATS AWG BSMT C CATV C/B CKT COMP CP CT CU CUH D DEG. DIA DN DWG ETR EF ELEC ELEV EM EMT EP ETR EUH EWC EWH F FA FACP FC FCU G GFCI HP HPS HR HZ IG IN JB KCMIL KVA KW MAX MAU MCB MCC MCCB MH MIN MLO NA NE NEC NIC NL NR NTS P PE PF PH PNL PVC RE REF RGS RL RM RN RR RTU SE SPEC SWBD SPD TELE TV T/TX TYP UH UON V VA VAC VIF W WA WG WP ELECTRICAL SYMBOLS SYMBOL DESCRIPTION SURFACE MOUNTED PANELBOARD DISCONNECT SWITCH FUSED DISCONNECT SWITCH COMBINATION STARTER AND DISCONNECT SWITCH MOTOR (REFER TO MOTOR CIRCUIT SCHEDULE FOR POWER REQUIREMENTS) TRANSFORMER ELECTRICAL METER SURGE PROTECTIVE DEVICE BRANCH CIRCUIT WIRING, CONCEALED IN WALLS OR CEILINGS HOMERUN TO PANELBOARD SWITCHED BRANCH CIRCUIT WIRING JUNCTION BOX DUPLEX WALL MOUNTED RECEPTACLE, 18" AFF UNLESS OTHERWISE NOTED SPD J J MOTOR STARTER OR CONTACTOR T M SIMPLEX WALL MOUNTED RECEPTACLE, 18" AFF UNLESS OTHERWISE NOTED IM M DW REF EWC TR XX" a bb GFCI WP cc U U CR DUPLEX GFCI-TYPE WALL MOUNTED RECEPTACLE FOR ICE MACHINE. MOUNT 48" AFF UNLESS OTHERWISE NOTED. DUPLEX WALL MOUNTED RECEPTACLE FOR MICROWAVE. COORDINATE WITH MICROWAVE LOCATION. VERIFY EXACT LOCATION AND MOUNTING HEIGHT WITH ARCH PRIOR TO ROUGH-IN. DUPLEX WALL MOUNTED RECEPTACLE FOR DISHWASHER. MOUNT 18" AFF UNLESS OTHERWISE NOTED. CONNECT TO GFCI BREAKER IN PANELBOARD. DUPLEX WALL MOUNTED RECEPTACLE FOR REFRIGERATOR. MOUNT 48" AFF UNLESS OTHERWISE NOTED. CONNECT TO GFCI BREAKER IN PANELBOARD. DUPLEX WALL MOUNTED RECEPTACLE FOR ELECTRIC WATER COOLER. MOUNT 18" AFF UNLESS OTHERWISE NOTED. CONNECT TO GFCI BREAKER IN PANELBOARD. DUPLEX WALL MOUNTED TAMPER RESISTANT RECEPTACLE. MOUNT 18" AFF UNLESS OTHERWISE NOTED. DUPLEX WALL MOUNTED RECEPTACLE MOUNTED AT XX" ABOVE FINISHED FLOOR DOUBLE DUPLEX WALL MOUNTED RECEPTACLE, 18" AFF UNLESS OTHERWISE NOTED RECEPTACLE, MOUNT 6" ABOVE COUNTER OR CASEWORK RECEPTACLE MOUNTED BELOW FRONT OF COUNTER RECEPTACLE WITH GROUND FAULT CIRCUIT INTERRUPTION RECEPTACLE WITH WEATHERPROOF COVER RECEPTACLE, CEILING MOUNTED RECEPTACLE WITH INTEGRAL USB OUTLET FOR CHARGING DUPLEX RECEPTACLE MOUNTED TO CEILING OR STRUCTURE ABOVE AND PROVIDE DROP-DOWN CORD REEL DEVICE WITH PENDANT 5-20R DUPLEX RECEPTACLE AT END OF CORD, UNLESS OTHERWISE NOTED. GFCI WP SPECIAL PURPOSE HARDWIRED CONNECTION: WIRING AS INDICATED a EPO EMERGENCY POWER OFF PUSH BUTTON COMBINATION TELEPHONE / COMPUTER OUTLET, TWO GANG BACKBOX WITH 3/4" CONDUIT STUBBED INTO ACCESSIBLE CEILING. PROVIDE NYLON PULL STRING AND BUSHING SPECIAL PURPOSE CONNECTION FOR RANGE. R R RAISED DUPLEX GFCI-TYPE RECEPTACLE. MOUNT 12" AFF UNLESS OTHERWISE NOTED. REFER TO RAISED RECEPTACLE DETAIL. DUPLEX / TELEPHONE / DATA FLOOR OUTLET. PROVIDE (1) 2"C FOR DATA ROUTED UNDERGROUND TO CLOSEST WALL AND STUBBED UP INTO THE CEILING. VM DUPLEX WALL MOUNTED RECEPTACLE FOR VENDING MACHINE. MOUNT 18" AFF UNLESS OTHERWISE NOTED. CONNECT TO GFCI BREAKER IN PANELBOARD. EXTERIOR BUILDING MOUNTED LIGHTING FIXTURE SURFACE MOUNTED LIGHTING FIXTURE PENDANT MOUNTED LIGHTING FIXTURE RECESSED LIGHTING FIXTURE WALL MOUNTED LIGHTING FIXTURE SELF CONTAINED EMERGENCY LIGHTING FIXTURE WITH REMOTE CAPABILITY WALL MOUNTED EXIT SIGN, DOUBLE FACED WALL MOUNTED EXIT SIGN CEILING MOUNTED EXIT SIGN CEILING MOUNTED EXIT SIGN, DOUBLE FACED POLE MOUNTED SITE LIGHTING FIXTURE RECESSED WALL WASH FIXTURE RECESSED DOWNLIGHT FIXTURE SURFACE MOUNTED ROUND FIXTURE PENDANT HUNG LIGHTING FIXTURE WALL SCONCE LIGHTING SYMBOLS SYMBOL DESCRIPTION PC LIGHT SENSING PHOTOCELL / DAYLIGHT SENSOR PP POWER PACK. REFER TO LIGHTING CONTROL DETAILS FOR ADDITIONAL INFORMATION. WALL MOUNTED TRAFFIC SIGNAL FIXTURE NOTES 1. FIXTURE CONTROL DESIGNATION REFERS TO ZONE/SWITCH/RELAY CONTROL OF FIXTURES CONTROLLED BY COMMON: A. SWITCH FOR LIGHTING IN ROOM, CORRIDOR, OPEN AREA. B. ZONE RELAY IN LOCAL LIGHTING CONTROL PANEL OR LIGHTING CONTROL RELAY PANEL. C. ALL CONTROL DEVICES (SWITCHES, CONTROL PANELS, OCCUPANCY/VACANCY SENSORS..ETC) WITH CONTROL DESIGNATIONS REFERS TO COMMON CONTROL OF THE SAME ZONE/SWITCH/RELAY CONTROL. 2. WHERE CONTROL DESIGNATION IS NOT SHOWN, ALL FIXTURES IN ASSOCIATED ROOM OR SPACE SHALL BE CONTROLLED SIMULTANEOUSLY VIA THE CONTROL DEVICES INDICATED ON PLANS. 3. WHERE EMERGENCY AND NORMAL FIXTURES ARE CONTROLLED FROM THE SAME ZONE/SWITCH/CONTROL RELAY, UL 924 EMERGENCY BYPASS RELAYS SHOWN WITH SAME CONTROL DESIGNATION BYPASS THAT ZONE/SWITCH/CONTROL RELAY. REFER TO EMERGENCY LIGHTING CIRCUIT SCHEMATICS FOR ADDITIONAL WIRING INFORMATION. 4. UNSWITCHED LIGHTING BRANCH CIRCUIT WIRING IS SHOWN TO A SINGLE FIXTURE IN EACH COMMON CONTROL ZONE. UNLESS OTHERWISE INDICATED, PROVIDE 2#12,#12G,3/4"C FOR SWITCHED WIRING TO ALL COMMON CONTROL FIXTURES. 5. PROVIDE LOW VOLTAGE DIMMING CONTROL WIRING AS INDICATED IN LIGHTING CONTROL DETAILS FOR DIMMABLE LIGHT FIXTURES IN COMMON CONTROL ZONES/SWITCHES/RELAY CONTROL. 6. REFER TO LIGHTING CONTROL DETAILS FOR ADDITIONAL WIRING AND CONTROL INFORMATION. 7. REFER TO LIGHTING CONTROL RELAY PANEL SCHEDULES WHERE APPLICABLE FOR ADDITIONAL CONTROL INFORMATION. LIGHTING FIXTURE TAGS A,a LOWER CASE LETTER = SWITCH CONTROL UPPER CASE LETTER = FIXTURE TYPE, REFER TO LIGHTING FIXTURE SCHEDULE LIGHTING SWITCH AND SENSOR TAGS XX,a WALL MOUNTED SWITCH SWITCH CONTROL GROUP SWITCH TYPE: BLANK - LINE VOLTAGE SINGLE POLE TOGGLE SWITCH 3 - LINE VOLTAGE THREE WAY TOGGLE SWITCH 4 - LINE VOLTAGE FOUR WAY TOGGLE SWITCH D - LINE VOLTAGE WALL DIMMER K - KEYED SWITCH - SINGLE POLE K3 - KEYED SWITCH - THREE WAY OS - LINE VOLTAGE OCCUPANCY SENSOR OSD - LINE VOLTAGE OCCUPANCY SENSOR SWITCH AUTO-ON / AUTO-OFF) VS - LINE VOLTAGE VACANCY SENSOR SWITCH (MANUAL-ON / MANUAL-OFF) VSD - LINE VOLTAGE VACANCY DIMMER SWITCH (MANUAL-ON / MANUAL-OFF) LV - LOW VOLTAGE MOMENTARY PUSHBUTTON FOR USE WITH CEILING SENSORS. REFER TO LIGHTING CONTROL DETAILS FOR ADDITIONAL INFORMATION. LVD - LOW VOLTAGE DIMMER FOR USE WITH CEILING SENSORS. REFER TO LIGHTING CONTROL DETAILS FOR ADDITIONAL INFORMATION. LK# - LIGHTING CONTROL KEYPAD FOR USE WITH ROOM CONTROLLER SYSTEM. "#" REPRESENTS TYPE OF KEYPAD. REFER TO LIGHTING CONTROL DETAILS FOR ADDITIONAL INFORMATION. XX,a CEILING MOUNTED OCCUPANCY SENSOR (OS), VACANCY SENSOR (VS) SWITCH CONTROL GROUP SENSOR TYPE: BLANK - DUAL SENSOR H - HIGH BAY SENSOR IR - PIR SENSOR U - ULTRASONIC SENSOR OSOS WALL/CORNER MOUNTED OCCUPANCY SENSOR (OS), VACANCY SENSOR (VS) NOTES: 1. FIXTURE(S) SHALL BE CONTROLLED BY SWITCH OR RELAY LOCATED IN THE ROOM UNLESS OTHERWISE NOTED ON PLAN. 2. REFER TO LIGHTING CONTROL DETAILS FOR ADDITIONAL INFORMATION ON WIRING AND SWITCHING. 3. WALL MOUNTED SWITCHES SHALL BE MOUNTED AT 42" AFF UNLESS OTHERWISE NOTED. COORDINATE WITH ARCHITECT. 4. SET ALL OCCUPANCY TYPE SENSORS TO AUTO-ON, AUTO-OFF MODE. SET ALL VACANCY TYPE SENSORS TO MANUAL-ON, AUTO-OFF MODE. 5. REFER TO CONTROL SCHEME NOTES AND CONTROL SCHEDULE FOR ADDITIONAL INFORMATION. 6. REFER TO SYMBOL LIST FOR ADDITIONAL LIGHTING CONTROL DEVICES. 7. WHERE SWITCHES ARE NOT TAGGED WITH CONTROL LETTER ON PLANS, ALL FIXTURES IN ASSOCIATED ROOM SHALL BE CONTROLLED SIMULTANEOUSLY VIA CONTROLS SPECIFIED. ELECTRICAL GENERAL NOTES 1. BRANCH CIRCUITS AND FEEDER CIRCUITS SHALL BE CONCEALED IN WALLS AND ABOVE CEILINGS WHERE POSSIBLE, INCLUDING HOMERUNS TO PANELBOARDS. BRANCH CIRCUITS AND FEEDERS SHALL NOT BE ROUTED IN OR UNDER SLAB UNLESS SPECIFICALLY INDICATED ON ELECTRICAL FLOOR PLANS OR DETAILS. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 2. BRANCH CIRCUITS SHALL BE 2#12,#12G.,3/4"C., TO NEW 20A/1P CIRCUIT BREAKER IN PANEL INDICATED UNLESS NOTED OTHERWISE. 3. 120V, 1-PHASE, 20A BRANCH CIRCUITS EXCEEDING 150' IN LENGTH SHALL BE 2#10,#10G., 3/4"C. UNLESS NOTED OTHERWISE. 4. 277V, 1-PHASE, 20A BRANCH CIRCUITS EXCEEDING 250' IN LENGTH SHALL BE 2#10,#10G., 3/4"C. UNLESS NOTED OTHERWISE. 5. DEVICES SHALL BE LABELED WITH SOURCE PANEL AND CIRCUIT NUMBER(S). 6. REFER TO ARCHITECTS REFLECTED CEILING PLAN FOR EXACT LOCATION OF CEILING MOUNTED ELECTRICAL DEVICES. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT LOCATION OF WALL MOUNTED ELECTRICAL DEVICES. 7. PROVIDE FIRE STOPPING AND SMOKE BARRIER SEALING OF PENETRATIONS THROUGH FIRE WALLS OR SMOKE BARRIERS AS REQUIRED. REFER TO ARCHITECTURAL FLOOR PLANS AND CODE SHEETS FOR WALLS. 8. COORDINATE LOCATIONS OF ELECTRICAL DEVICES AND CONTROLS WITH RESPECT TO LOCATIONS OF CASEWORK AND EQUIPMENT PRIOR TO ROUGH-IN. 9. WHEN DEVICES ARE SHOWN ON PLANS OFFSET FROM ONE ANOTHER, DEVICES SHALL BE MOUNTED IN LINE, CENTERED ON WALL. 10. SHARED NEUTRAL WIRING IS NOT ACCEPTABLE, UNLESS NOTED OTHERWISE ON DRAWINGS. PROVIDE A DEDICATED NEUTRAL WIRE FOR EACH CIRCUIT, WHERE APPLICABLE. 11. DRAWINGS ARE DIAGRAMMATIC ONLY. DO NOT SCALE ELECTRICAL DRAWINGS. FIELD CONDITIONS AND ARCHITECTURAL ELEVATIONS AND DIMENSIONS SHALL GOVERN EXACT LOCATION AND MOUNTING HEIGHTS OF ELECTRICAL DEVICES AND RACEWAYS. 12. FINISHES AND COLOR OF ELECTRICAL WIRING DEVICES, EXPOSED RACEWAY, LIGHT FIXTURES, AND OTHER ELECTRICAL DEVICES SHALL BE DETERMINED BY THE ARCHITECT. 13. ELECTRICAL WORK SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE (OTHER THAN ROOF DECK). 14. THE ELECTRICAL CONTRACTOR SHALL PERFORM CORES REQUIRED FOR ELECTRICAL WORK. 15. BUILDING WIRE AND CABLE NOT IN RACEWAY SHALL BE PLENUM RATED. 16. PROVIDE SURFACE MOUNTED RACEWAY FOR NEW DEVICES LOCATED ON EXISTING TO REMAIN CMU OR MASONRY WALLS, UNLESS OTHERWISE NOTED. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS REGARDING SURFACE MOUNTED RACEWAY APPLICATIONS AND WIRING METHODS. ELECTRICAL LIGHTING NOTES 1. REFER TO DRAWING E6.3 FOR LIGHTING FIXTURE SCHEDULE. 2. EXIT SIGNS AND EMERGENCY BATTERY UNITS SHALL BE WIRED TO LINE SIDE OF LOCAL LIGHTING BRANCH CIRCUIT, AHEAD OF ALL SWITCHING DEVICES. 3. EMERGENCY LIGHTING RELAY LOCATIONS ARE SHOWN DIAGRAMMATICALLY. CONTRACTOR SHALL INSTALL RELAYS ABOVE NEAREST ACCESSIBLE CEILING, OR IN NEAREST STORAGE ROOM/ UTILITY SPACE, AND SHALL COORDINATE LOCATION WITH OTHER TRADES. REFER TO EMERGENCY LIGHTING WIRING SCHEMATICS FOR ADDITIONAL INFORMATION. DRAWING SYMBOLS SYMBOL DESCRIPTION CALLOUT KEYNOTE TAG REVISION NUMBER A101 1 SIM 1 OR XXX-#EQUIPMENT TAG EXISTING LINETYPE NEW WORK LINETYPE FUTURE WORK LINETYPE DEMO WORK LINETYPE LINE BREAK DEMOLISH AND PATCH ROOF STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.: 2022053.00203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382WWW.CAPEARCHITECTS.COM© Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/25/2022 3:22:27 PMC:\Users\palexis\Documents\R22-2022053-MEP Central- 225 Whites Path - FedEx_palexisJPNEE.rvtELECTRICAL NOTES AND LEGENDS 4/25/2022 E0.1ALTERATION TO EXISTING225 WHITE'S PATHSOUTH YARMOUTH, MA 02664WAREHOUSE & DISTRIBUTION CENTER225 WHITES PATH 2&3 LLCNo. Description Date SCOTT A. SULLIVAN ELECTRICAL NO. 47551 F MO AHSTLSAAEC HWN USOEMTMTOSC 4444444444444444 55444444444444444444444444444444444444UP UP UP UP44 4444 4444A B C D E F G H J K L M N P Q R S T U V W X Y Z AA BB CC DD 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 U' E4.1 1 B B B B B B B B 23, CP1 TRAFFIC SIGNAL FIXTURES FOR DRIVE-IN DOORS. REFER TO FED EX SPECIFICATIONS ON CONTROLS AND OPERATION. (TYP.) 42, MP2 C C 25 C 25 C 25 C 25 C 25 C 25 C 25 C 27 CC 27 C 25 C 25 C 25 C 25 C 25 C 25 C 27 C 27 C 27 C 27 C 27 C 27 C 27 C C 29 C 29 C 29 C 29 C 29 C 29 C 29 C 27 C 27 C 27 C 29 C 29 C 29 C 29 C 29 C 27 LIGHTS COME WITH INTEGRATED OCCUPANCY SENSOR AND PHOTOCELL (TYP.) 25, CP1 29, CP1 27, CP1 STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.: 2022053.00203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM© Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/25/2022 3:22:45 PMC:\Users\palexis\Documents\R22-2022053-MEP Central- 225 Whites Path - FedEx_palexisJPNEE.rvtELECTRICAL LIGHTING FLOOR PLAN 4/25/2022 E1.1ALTERATION TO EXISTING225 WHITE'S PATHSOUTH YARMOUTH, MA 02664WAREHOUSE & DISTRIBUTION CENTER225 WHITES PATH 2&3 LLC1/16" = 1'-0"1 ELECTRICAL LIGHTING FLOOR PLAN ALL LIGHTING IN WAREHOUSE SPACE SHALL BE EXISTING TO REMAIN. LIGHTING FOR CONVEYOR SPACE WILL BE NEW. No. Description Date SCOTT A. SULLIVAN ELECTRICAL NO. 47551 F MO AHSTLSAAEC HWN USOEMTMTOSC . FACP444444444444444455444444444444444444444444444444444444UPUPUPUP4444444444ABCDEFGHJKLMNPQRSTU V W X Y Z AA BB CC DD 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 U' E4.1 2 MAU-3MAU-2MAU-1 T GEN. MECH. EQUIP.MDP2 WAREHOUSE LIGHTING PANEL #1 WAREHOUSE LIGHTING PANEL #2 ETR ETR ETR ETR ETR PANEL EF-9EF-8EF-7EF-6EF-5EF-4EF-3EF-2EF-1 ETR T ETR PF-1 PF-3 PF-2 PF-4 ACCU-1ACU-1 CU-2 TT-1A TT-1B RECONNECT FANS TO EXISTING CIRCUITS. REFER TO NH4 ITS PANEL SCHEDULE. CP1 T6 MP1 38, MP1 R R R R R R R RR RRRR RRRR R PROVIDE NEMA L5-30 120V TWIST-LOCK RECEP. (TYP. OF 18). 1, CP1 3, CP1 5, CP1 2, CP1 4, CP1 6, CP1 18, CP17, CP1 10, CP1 11, CP1 13, CP1 14, CP1 15, CP112, CP19, CP18, CP1 17, CP116, CP1 C ACCU-1B TT-1C TT-1G PROVIDE 2#12 AND 1#12G IN 3/4" C FROM TT-1C TO TT-1B. PROVIDE 2#12 AND 1#12G IN 3/4" C FROM TT-1F TO TT-1G. TP-1 TP-1 21, MP2 40, MP1 PROVIDE 3 DEDICATED RECEPTACLES FOR TUGGER CHARGING 48" AFF. RRR 23, MP2 25, MP2 27, MP2 CONVEYOR SYSTEM 35, P-1 WP, GFCI WP, GFCI WP, GFCI WP, GFCI 20, CP1 22, CP1 24, CP1 26, CP1 21, CP119, CP1 42, MP1 WP, GFCIWP, GFCI 43, MP2 CC 46, MP1 44, MP1 44, MP2 CCCCC 46, MP2 STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.: 2022053.00203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM© Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/25/2022 3:23:05 PMC:\Users\palexis\Documents\R22-2022053-MEP Central- 225 Whites Path - FedEx_palexisJPNEE.rvtELECTRICAL POWER FLOOR PLAN 4/25/2022 E2.1ALTERATION TO EXISTING225 WHITE'S PATHSOUTH YARMOUTH, MA 02664WAREHOUSE & DISTRIBUTION CENTER225 WHITES PATH 2&3 LLC1/16" = 1'-0"1 ELECTRICAL POWER FLOOR PLAN No. Description Date SCOTT A. SULLIVAN ELECTRICAL NO. 47551 F MO AHSTLSAAEC HWN USOEMTMTOSC D . TRAINING / MEETING ROOM P&D CHECK-IN SENIOR MANAGER MEN'SWOMEN'S KITCHENETTE ENTRY SORT MANAGER P&D MANAGER OPS MGRS / COORDS COMPUTER ROOM GENERAL STORAGE PACKAGE PICK-UP LOCKERS ENTRY ETR ETR ETRETR ETRETR ETRETR ETRETR ETRETR ETR ETR ETR ETR ETR ETR ETRETR ETRETR ETRETRETR ETRETR ETR A1 A1A1 A1A1 ETR ETR ETR ETR ETR ETR ETR ETR ETR A1 ETR ETR ETR ETR A A A A A A A A A A CONNECT NEW TYPE 'A' AND 'A1' FIXTURES TO EXISTING OFFICE AND LOUNGE LIGHTING CIRCUITS IN PANEL P-1.(TYP.) A1 A1A1 A1A1 A1 A1 A1 A1 OS OS OS OS OS TRAINING / MEETING ROOM P&D CHECK-IN SENIOR MANAGER MEN'SWOMEN'S KITCHENETTE ENTRY SORT MANAGER P&D MANAGER OPS MGRS / COORDS COMPUTER ROOM GENERAL STORAGE PACKAGE PICK-UP LOCKERS ENTRY RE ETR RE ETR ETR ETR ETR ETR ETR ETR ETR MDP1 T NH4 ITS PA P-1 ETR ETR ETR ETR a b b a ETR REFETRETR b b TEF-2TEF-1 TEF-3 AHU-1 ERV-1 EB-1 EB-2 EB-3 AHU-2 AC-1A ERV-2 TV TT-1E TT-1F T3MP2 ETR CONNECT NEW RECEP TO EXISTING RECEP CIRCUIT.(TYP.) 31, P-1 30, P-1 33, P-1 CONNECT NEW RECEPS TO EXITING RECEP CIRCUIT.(TYP.) 32, P-1 ETR a a IM 40, P-1 AC-1B 42, P-1 29, P-1 a a a 4" AFF 4" AFF TEMPERATURE SENSOR VM VM VM VM 37, P-1 29, MP2 31, MP2 33, MP2 35, MP2 37, MP2 41, MP2 36,38, MP2 PROVIDE NEMA L6-20 RECEP REFER TO FEDEX COMPUTER ROOM DRAWINGS FOR MORE INFORMATION ON COMPUTER ROOM. a a 36, P-1 34, P-1 39, P-1 38 40, MP2 FLOORBOX COMBO/DATA SHALL HAVE 6 KEY STONE OPENINGS PROVIDE 2#12 AND 1#12G IN 3/4" C FROM TT-1F TO TT-1G. UPS, REFER TO FEDEX DRAWINGS. UPS, REFER TO FEDEX DRAWINGS. UPS, REFER TO FEDEX DRAWINGS. UPS, REFER TO FEDEX DRAWINGS. UPS, REFER TO FEDEX DRAWINGS. UPS, REFER TO FEDEX DRAWINGS. UPS, REFER TO FEDEX DRAWINGS. UPS, REFER TO FEDEX DRAWINGS. PROVIDE HARDWIRE CONNECTION FOR POWERWARE 6KVA SINGLE PHASE UNIT WITH 2#8, 1#10G, 1"C WITH A 40A BREAKER PROVIDE (6) 4" CONDUIT SLEEVE FOR TELECOM AND SECURITY SYSTEMS 39, MP2 PROVIDE (6) 4" CONDUIT SLEEVE FOR TELECOM AND SECURITY SYSTEMS AND PROVIDE (1) 4" DEEP BY 12" WIDE VERTICAL WIRE CABLE TRAY TO ROOF. REFER TO FEDEX DRAWINGS FOR SPECIFICATIONS. STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.: 2022053.00203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM© Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/25/2022 3:23:05 PMC:\Users\palexis\Documents\R22-2022053-MEP Central- 225 Whites Path - FedEx_palexisJPNEE.rvtELECTRICAL PART PLAN 4/25/2022 E4.1ALTERATION TO EXISTING225 WHITE'S PATHSOUTH YARMOUTH, MA 02664WAREHOUSE & DISTRIBUTION CENTER225 WHITES PATH 2&3 LLC1/8" = 1'-0"1 ELECTRICAL LIGHTING PARTIAL FLOOR PLAN 1/8" = 1'-0"2 ELECTRICAL POWER PARTIAL FLOOR PLAN No. Description Date SCOTT A. SULLIVAN ELECTRICAL NO. 47551 F MO AHSTLSAAEC HWN USOEMTMTOSC CAST METAL SINGLE GANG NEMA 3R JUNCTION BOX WITH THREADED HUBS SECTION ELEVATION WHERE RECEPTACLE IS SPECIFIED, PROVIDE IN-USE WEATHERPROOF COVER NOTES: 1. ALL RECEPTACLES SHALL BE GFCI-TYPE, UNLESS POWERED VIA A GFCI CIRCUIT BREAKER. 2. COORDINATE EXACT MOUNTING HEIGHTS AND ADDITIONAL REQUIREMENTS WITH EQUIPMENT ROUGH-IN DRAWINGS, WHERE APPLICABLE. 3. THIS DETAIL DOES NOT APPLY TO FLOOR BOXES. 24" UNLESS NOTED OTHERWISE ON PLAN OR SCHEDULE PROVIDE RECEPTACLE OR LIQUID-TITE FLEXIBLE METAL CONDUIT (FOR HARDWIRED CONNECTIONS) AS INDICATED ON PLAN OR SCHEDULE 3" UNDER SLAB PROVIDE ANCHOR FOR SUPPORT WITH FLANGE PLATE ON TOP AND BOTTOM WIRING IN RGS CONDUIT STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.: 2022053.00203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM© Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/25/2022 3:23:06 PMC:\Users\palexis\Documents\R22-2022053-MEP Central- 225 Whites Path - FedEx_palexisJPNEE.rvtELECTRICAL DETAILS 4/25/2022 E5.1ALTERATION TO EXISTING225 WHITE'S PATHSOUTH YARMOUTH, MA 02664WAREHOUSE & DISTRIBUTION CENTER225 WHITES PATH 2&3 LLCNTS1RAISED RECEPTACLE DETAIL No. Description Date SCOTT A. SULLIVAN ELECTRICAL NO. 47551 F MO AHSTLSAAEC HWN USOEMTMTOSC STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.: 2022053.00203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM© Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/25/2022 3:23:07 PMC:\Users\palexis\Documents\R22-2022053-MEP Central- 225 Whites Path - FedEx_palexisJPNEE.rvtELECTRICAL SCHEDULES 4/25/2022 E6.1ALTERATION TO EXISTING225 WHITE'S PATHSOUTH YARMOUTH, MA 02664WAREHOUSE & DISTRIBUTION CENTER225 WHITES PATH 2&3 LLCEXSITNG PANEL. Notes:Total Amps:77.47 A Total Load:64.41 kVA Phase...84.1 A 72.9 A 76.5 A Phase Load:23.17 kVA 20.19 kVA 21.06 kVA 29 ---- -- 17.33 -- 1 -- SPACE 30 27 ---- -- 16.46 3.73 -- -- --28 25 T5 - MP2 90 A 3 19.44 3.73 -- -- --26 23 EXISTING WAREHOUSE LIGHTING 20 A 1 0.00 3.73 3 20 A NH4 ITS 24 21 EXISTING WAREHOUSE LIGHTING 20 A 1 0.00 0.00 1 20 A EXISTING WAREHOUSE LIGHTING 22 19 EXISTING WAREHOUSE LIGHTING 20 A 1 0.00 0.00 1 20 A EXISTING WAREHOUSE LIGHTING 20 17 EXISTING WAREHOUSE LIGHTING 20 A 1 0.00 0.00 1 20 A EXISTING WAREHOUSE LIGHTING 18 15 EXISTING WAREHOUSE LIGHTING 20 A 1 0.00 0.00 1 20 A EXISTING WAREHOUSE LIGHTING 16 13 EXISTING WAREHOUSE LIGHTING 20 A 1 0.00 0.00 1 20 A EXISTING WAREHOUSE LIGHTING 14 11 EXISTING WAREHOUSE LIGHTING 20 A 1 0.00 0.00 1 20 A EXISTING WAREHOUSE LIGHTING 12 9 EXISTING WAREHOUSE LIGHTING 20 A 1 0.00 0.00 1 20 A EXISTING WAREHOUSE LIGHTING 10 7 EXISTING WAREHOUSE LIGHTING 20 A 1 0.00 0.00 1 20 A EXISTING WAREHOUSE LIGHTING 8 5 ---- -- 0.00 0.00 1 20 A EXISTING WAREHOUSE LIGHTING 6 3 ---- -- 0.00 0.00 1 20 A EXISTING WAREHOUSE LIGHTING 4 1 T-PA 125 A 3 0.00 0.00 1 20 A EXISTING WAREHOUSE LIGHTING 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Enclosure:Type 1 MCB Rating / MLO:200 A MCB Mounting:Surface Wires:4 Bus Rating:400 A Supply From:UTILITY Phases:3 Bus Material:CU Location:ENTRY Volts:480/277 Wye A.I.C. Rating:EXISTING Branch Panel: MDP1 EXSITNG PANEL. CONNECT EF-7, EF-8, AND EF-9 USING EXISTING CIRCUITS ON PANEL. THE REMAING CIRCUITS CAN BE DEMOLISHED AND PUT AS SPARES. Notes:Total Amps:13.46 A Total Load:11.19 kVA Phase...13.5 A 13.5 A 13.5 A Phase Load:3.73 kVA 3.73 kVA 3.73 kVA 41 SPARE 20 A 1 0.00 -- 1 -- SPACE 42 39 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 40 37 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 38 35 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 36 33 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 34 31 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 32 29 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 30 27 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 28 25 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 26 23 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 24 21 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 22 19 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 20 17 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 18 15 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 16 13 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 14 11 ---- -- 1.24 0.00 1 20 A SPARE 12 9 ---- -- 1.24 0.00 1 20 A SPARE 10 7 EF-9 20 A 3 1.24 0.00 1 20 A SPARE 8 5 ---- -- 1.24 1.24 -- -- --6 3 ---- -- 1.24 1.24 -- -- --4 1 EF-7 20 A 3 1.24 1.24 3 20 A EF-8 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Enclosure:Type 1 MCB Rating / MLO:MLO Mounting:Surface Wires:4 Bus Rating:225 A Supply From:MDP1 Phases:3 Bus Material:CU Location:ENTRY Volts:480/277 Wye A.I.C. Rating:EXISTING Branch Panel: NH4 ITSEXSITNG PANEL. Notes:Total Amps:15.82 A Total Load:5.70 kVA Phase...15.8 A 10 A 23.3 A Phase Load:1.80 kVA 1.20 kVA 2.70 kVA 41 SPARE 20 A 1 0.00 0.72 1 20 A RECEP - OFFICE 42 39 RECEP - MEETING ROOM 20 A 1 0.72 0.18 1 20 A RECEP- ICE MACHINE 40 37 RECEP - PRINTER 20 A 1 0.54 0.36 1 20 A RECEP - P&D CHECK-IN 38 35 RECEP - CEILING 20 A 1 0.18 0.18 1 20 A RECEP - P&D CHECK-IN 36 33 TT-1 20 A 1 0.12 0.18 1 20 A RECEP - P&D CHECK-IN 34 31 RECEP - SENIOR MANAGER OFFICE 20 A 1 0.72 0.18 1 20 A RECEP - P&D CHECK-IN 32 29 RECEP - PKG., LOCKER, ENTRY 20 A 1 0.90 0.72 1 20 A RECEP - OPEN OFFICE 30 27 EXISTING 20 A 1 0.00 0.00 1 20 A EXISTING 28 25 EXISTING 20 A 1 0.00 0.00 1 20 A EXISTING 26 23 EXISTING 20 A 1 0.00 0.00 1 20 A EXISTING 24 21 EXISTING 20 A 1 0.00 0.00 1 20 A EXISTING 22 19 EXISTING 20 A 1 0.00 0.00 1 20 A EXISTING 20 17 EXISTING 20 A 1 0.00 0.00 1 20 A EXISTING 18 15 EXISTING 20 A 1 0.00 0.00 1 20 A EXISTING 16 13 EXISTING 20 A 1 0.00 0.00 1 20 A EXISTING 14 11 EXISTING 20 A 1 0.00 0.00 1 20 A EXISTING 12 9 EXISTING 20 A 1 0.00 0.00 1 20 A EXISTING 10 7 EXISTING 20 A 1 0.00 0.00 1 20 A EXISTING 8 5 EXISTING 20 A 1 0.00 0.00 1 20 A EXISTING 6 3 EXISTING 20 A 1 0.00 0.00 1 20 A EXISTING 4 1 EXISTING 20 A 1 0.00 0.00 1 20 A EXISTING 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Enclosure:Type 1 MCB Rating / MLO:250 A Mounting:Surface Wires:4 Bus Rating:250 A Supply From:EXISTING Phases:3 Bus Material:CU Location:DIST. AREA 018 Volts:120/208 Wye A.I.C. Rating:EXISTING Branch Panel: P-1 Notes:Total Amps:147.73 A Total Load:53.22 kVA Phase...163.1 A 137.1 A 145.5 A Phase Load:19.44 kVA 16.46 kVA 17.33 kVA 59 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 60 57 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 58 55 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 56 53 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 54 51 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 52 49 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 50 47 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 48 45 SPARE 20 A 1 0.00 0.18 1 20 A RECEP - CEILING 46 43 RECEP - EXTERIOR 20 A 1 0.36 0.36 1 20 A RECEP - CEILING 44 41 RECEP - SECURITY ALARM 20 A 1 0.18 0.28 1 20 A TRAFFIC LIGHTING 42 39 RECEP - COMPUTER ROOM 20 A 1 0.36 0.90 1 20 A RECEP - RING SCANNER 40 37 RECEP - TEMP. SENSOR 20 A 1 0.18 3.00 -- -- --38 35 RECEP - VENDING 20 A 1 1.00 3.00 2 40 A UPS 36 33 RECEP - VENDING 20 A 1 1.00 0.90 1 20 A EB-3 34 31 RECEP - VENDING 20 A 1 1.00 0.90 1 20 A EB-2 32 29 RECEP - VENDING 20 A 1 1.00 0.90 1 20 A EB-1 30 27 RECEP - CHARGER 20 A 1 1.00 2.83 -- -- --28 25 RECEP - CHARGER 20 A 1 1.00 2.83 -- -- --26 23 RECEP - CHARGER 20 A 1 1.00 2.83 3 20 A ACCU-1B 24 21 TP-1 20 A 1 0.12 2.83 -- -- --22 19 TEF-3 20 A 1 0.01 2.83 -- -- --20 17 TEF-2 20 A 1 0.08 2.83 3 35 A ACCU-1A 18 15 TEF-1 20 A 1 0.08 1.70 -- -- --16 13 AHU-1 20 A 1 1.44 1.70 -- -- --14 11 ERV-1 20 A 1 0.07 1.70 3 20 A AC-1B 12 9 AHU-2 20 A 1 0.80 1.70 -- -- --10 7 ERV-2 20 A 1 0.07 1.70 -- -- --8 5 ---- -- 0.74 1.70 3 20 A AC-1A 6 3 ---- -- 0.74 1.30 -- -- --4 1 MAU-1 20 A 3 0.74 1.30 2 20 A CU-2 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Enclosure:Type 1 MCB Rating / MLO:250 A MCB Mounting:Surface Wires:4 Bus Rating:250 A Supply From:T5 Phases:3 Bus Material:CU Location:ENTRY Volts:120/208 Wye A.I.C. Rating:22K Branch Panel: MP2 No. Description Date SCOTT A. SULLIVAN ELECTRICAL NO. 47551 F MO AHSTLSAAEC HWN USOEMTMTOSC STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.: 2022053.00203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM© Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/25/2022 3:23:08 PMC:\Users\palexis\Documents\R22-2022053-MEP Central- 225 Whites Path - FedEx_palexisJPNEE.rvtELECTRICAL SCHEDULES 4/25/2022 E6.2ALTERATION TO EXISTING225 WHITE'S PATHSOUTH YARMOUTH, MA 02664WAREHOUSE & DISTRIBUTION CENTER225 WHITES PATH 2&3 LLCEXSITNG PANEL. PROVIDE (1) 200A 3 POLE BREAKER FOR NEW EQUIPMENT ON EXISTING SQUARE D, I-LINE PANELBOARD, CATALOG NUMBER: HCM3273-8, 800 AMP, SERIE... Notes:Total Amps:66.59 A Total Load:55.36 kVA Phase...70.6 A 65.2 A 64.3 A Phase Load:19.52 kVA 18.02 kVA 17.81 kVA 17 ---- -- 0.00 -- 1 -- SPACE 18 15 ---- -- 0.00 -- 1 -- SPACE 16 13 T - PANEL - P-1 225 A 3 0.00 -- 1 -- SPACE 14 11 ---- -- 0.00 0.00 -- -- --12 9 ---- -- 0.00 0.00 -- -- --10 7 WAREHOUSE LIGHTING PANEL #1 225 A 3 0.00 0.00 3 225 A WAREHOUSE LIGHTING PANEL #2 8 5 ---- -- 17.81 0.00 -- -- --6 3 ---- -- 18.02 0.00 -- -- --4 1 NEW T6 - CP1 - MP1 200 A 3 19.52 0.00 3 300 A T - GEN. MECH. PANEL 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Enclosure:Type 1 MCB Rating / MLO:MLO Mounting:Surface Wires:4 Bus Rating:800 A Supply From:UTILITY Phases:3 Bus Material:CU Location:DIST. AREA 018 Volts:480/277 Wye A.I.C. Rating:EXISTING Branch Panel: MDP2 EXSITNG PANEL. Notes:Total Amps:15.82 A Total Load:5.70 kVA Phase...15.8 A 10 A 23.3 A Phase Load:1.80 kVA 1.20 kVA 2.70 kVA 41 SPARE 20 A 1 0.00 0.72 1 20 A RECEP - OFFICE 42 39 RECEP - MEETING ROOM 20 A 1 0.72 0.18 1 20 A RECEP- ICE MACHINE 40 37 RECEP - PRINTER 20 A 1 0.54 0.36 1 20 A RECEP - P&D CHECK-IN 38 35 RECEP - CEILING 20 A 1 0.18 0.18 1 20 A RECEP - P&D CHECK-IN 36 33 TT-1 20 A 1 0.12 0.18 1 20 A RECEP - P&D CHECK-IN 34 31 RECEP - SENIOR MANAGER OFFICE 20 A 1 0.72 0.18 1 20 A RECEP - P&D CHECK-IN 32 29 RECEP - PKG., LOCKER, ENTRY 20 A 1 0.90 0.72 1 20 A RECEP - OPEN OFFICE 30 27 EXISTING 20 A 1 0.00 0.00 1 20 A EXISTING 28 25 EXISTING 20 A 1 0.00 0.00 1 20 A EXISTING 26 23 EXISTING 20 A 1 0.00 0.00 1 20 A EXISTING 24 21 EXISTING 20 A 1 0.00 0.00 1 20 A EXISTING 22 19 EXISTING 20 A 1 0.00 0.00 1 20 A EXISTING 20 17 EXISTING 20 A 1 0.00 0.00 1 20 A EXISTING 18 15 EXISTING 20 A 1 0.00 0.00 1 20 A EXISTING 16 13 EXISTING 20 A 1 0.00 0.00 1 20 A EXISTING 14 11 EXISTING 20 A 1 0.00 0.00 1 20 A EXISTING 12 9 EXISTING 20 A 1 0.00 0.00 1 20 A EXISTING 10 7 EXISTING 20 A 1 0.00 0.00 1 20 A EXISTING 8 5 EXISTING 20 A 1 0.00 0.00 1 20 A EXISTING 6 3 EXISTING 20 A 1 0.00 0.00 1 20 A EXISTING 4 1 EXISTING 20 A 1 0.00 0.00 1 20 A EXISTING 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Enclosure:Type 1 MCB Rating / MLO:250 A Mounting:Surface Wires:4 Bus Rating:250 A Supply From:EXISTING Phases:3 Bus Material:CU Location:DIST. AREA 018 Volts:120/208 Wye A.I.C. Rating:EXISTING Branch Panel: P-1 Notes:Total Amps:153.67 A Total Load:55.36 kVA Phase...163 A 150.5 A 148.5 A Phase Load:19.52 kVA 18.02 kVA 17.81 kVA 41 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 42 39 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 40 37 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 38 35 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 36 33 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 34 31 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 32 29 CONVEYOR LIGHTING 20 A 1 1.72 0.00 1 20 A SPARE 30 27 CONVEYOR LIGHTING 20 A 1 1.85 0.00 1 20 A SPARE 28 25 CONVEYOR LIGHTING 20 A 1 1.85 1.50 1 20 A RECEP - BLOCK HEATER 26 23 TRAFFIC LIGHTING 20 A 1 0.28 1.50 1 20 A RECEP - BLOCK HEATER 24 21 QUAD RECEP - QA RECEP 20 A 1 0.36 1.50 1 20 A RECEP - BLOCK HEATER 22 19 QUAD RECEP - QA RECEP 20 A 1 0.36 1.50 1 20 A RECEP - BLOCK HEATER 20 17 RECEP - CONVEYOR 30 A 1 2.40 2.40 1 30 A RECEP - CONVEYOR 18 15 RECEP - CONVEYOR 30 A 1 2.40 2.40 1 30 A RECEP - CONVEYOR 16 13 RECEP - CONVEYOR 30 A 1 2.40 2.40 1 30 A RECEP - CONVEYOR 14 11 RECEP - CONVEYOR 30 A 1 2.40 2.40 1 30 A RECEP - CONVEYOR 12 9 RECEP - CONVEYOR 30 A 1 2.40 2.40 1 30 A RECEP - CONVEYOR 10 7 RECEP - CONVEYOR 30 A 1 2.40 2.40 1 30 A RECEP - CONVEYOR 8 5 RECEP - CONVEYOR 30 A 1 2.40 2.40 1 30 A RECEP - CONVEYOR 6 3 RECEP - CONVEYOR 30 A 1 2.40 2.40 1 30 A RECEP - CONVEYOR 4 1 RECEP - CONVEYOR 30 A 1 2.40 2.40 1 30 A RECEP - CONVEYOR 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Enclosure:Type 1 MCB Rating / MLO:200 A MCB Mounting:Surface Wires:4 Bus Rating:200 A Supply From:T6 Phases:3 Bus Material:CU Location:DIST. AREA 018 Volts:120/208 Wye A.I.C. Rating:22K Branch Panel: CP1 Notes:Total Amps:101.9 A Total Load:36.71 kVA Phase...103.9 A 100.8 A 101.4 A Phase Load:12.46 kVA 12.10 kVA 12.16 kVA 59 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 60 57 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 58 55 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 56 53 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 54 51 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 52 49 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 50 47 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 48 45 SPARE 20 A 1 0.00 0.18 1 20 A RECEP - CEILING 46 43 SPARE 20 A 1 0.00 0.54 1 20 A RECEP - CEILING 44 41 ---- -- 0.86 0.36 1 20 A RECEP - DOOR KEEPER 42 39 ---- -- 0.86 0.12 1 20 A TP-1 40 37 CU-1 35 A 3 0.86 0.12 1 20 A TT-1 REMOTE PANEL & CONTROL 38 35 ---- -- 1.24 1.24 -- -- --36 33 ---- -- 1.24 1.24 -- -- --34 31 EF-5 45 A 3 1.24 1.24 3 45 A EF-6 32 29 ---- -- 1.24 1.24 -- -- --30 27 ---- -- 1.24 1.24 -- -- --28 25 EF-3 45 A 3 1.24 1.24 3 45 A EF-4 26 23 ---- -- 1.24 1.24 -- -- --24 21 ---- -- 1.24 1.24 -- -- --22 19 EF-1 45 A 3 1.24 1.24 3 45 A EF-2 20 17 ---- -- 0.50 0.50 -- -- --18 15 ---- -- 0.50 0.50 -- -- --16 13 PF-3 20 A 3 0.50 0.50 3 20 A PF-4 14 11 ---- -- 0.50 0.50 -- -- --12 9 ---- -- 0.50 0.50 -- -- --10 7 PF-1 20 A 3 0.50 0.50 3 20 A PF-2 8 5 ---- -- 0.74 0.74 -- -- --6 3 ---- -- 0.74 0.74 -- -- --4 1 MAU-1 20 A 3 0.74 0.74 3 20 A MAU-2 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Enclosure:Type 1 MCB Rating / MLO:125 A MCB Mounting:Surface Wires:4 Bus Rating:125 A Supply From:T6 Phases:3 Bus Material:CU Location:DIST. AREA 018 Volts:120/208 Wye A.I.C. Rating:18K Branch Panel: MP1 No. Description Date SCOTT A. SULLIVAN ELECTRICAL NO. 47551 F MO AHSTLSAAEC HWN USOEMTMTOSC GENERAL NOTES: 1. DISCONNECT SWITCHES SHALL BE HEAVY-DUTY TYPE AND SHALL BE LOCATED AT EQUIPMENT LOCATION UNLESS OTHERWISE NOTED. 2. ABBREVIATIONS: • MAN: MANUAL STARTER (TOGGLE SWITCH WITH THERMAL OVERLOADS) • FVNR: COMBINATION FULL VOLTAGE NON-REVERSING STARTER/ DISCONNECT SWITCH • VFD: VARIABLE FREQUENCY DRIVE, FURNISHED BY DIV. 23, WIRED BY DIV. 26. PROVIDE POWER WIRING FROM SOURCE PANELBOARD TO VFD AND FROM VFD TO MOTOR(S). COORDINATE EXACT LOCATION IN FIELD WITH DIV.23. • DIV.21: EQUIPMENT FURNISHED BY DIVISION 21 FIRE PROTECTION CONTRACTOR • DIV.22: EQUIPMENT FURNISHED BY DIVISION 22 PLUMBING CONTRACTOR • DIV.23: EQUIPMENT FURNISHED BY DIVISION 23 HVAC CONTRACTOR • SPC: SINGLE POINT CONNECTION (STARTERS INTEGRAL TO EQUIPMENT). COORDINATE EXACT POINT OF CONNECTION IN FIELD. 3. OVERCURRENT PROTECTION DEVICES (OCPD) SHALL BE MOLDED CASE CIRCUIT BREAKERS UNLESS NOTED WITH AN "F" FOR FUSE. 4. DISCONNECT SWITCHES AND STARTERS SHALL BE NEMA 3R RATED WHEN LOCATED OUTSIDE. 5. REFER TO PANEL SCHEDULES FOR SOURCE PANEL/ CIRCUIT INFORMATION. 6. REFER TO ELECTRICAL AND MECHANICAL PLANS FOR EXACT LOCATIONS OF EQUIPMENT. 7. STARTERS SHALL BE SQUARE D CLASS 8536 OR APPROVED EQUAL. REFERENCED REMARKS: 1. REFER TO FLOOR PLANS FOR CIRCUITING. ALL UNITS INDICATED ON PLANS SHALL BE DAISY-CHAINED TOGETHER. PROVIDE SEPARATE DISCONNECT SWITCH FOR EACH UNIT ON CIRCUIT. 2. CONDENSATE PUMP FOR AC/ FAN COIL UNIT SHALL BE FURNISHED/INSTALLED BY DIV.23. ELECTRICAL CONTRACTOR SHALL PROVIDE HARDWIRED CONNECTION TO PUMP VIA SAME CIRCUIT AS AC/ FAN COIL UNIT. PROVIDE MOTOR RATED TOGGLE SWITCH AT PUMP FOR DISCONNECTING MEANS. 3. CONDENSATE PUMP FOR AC/ FAN COIL UNIT SHALL BE FURNISHED/INSTALLED BY DIV.23. ELECTRICAL CONTRACTOR SHALL PROVIDE DUPLEX RECEPTACLE FOR PUMP, POWERED VIA LOCAL UNSWITCHED RECEPTACLE CIRCUIT. COORDINATE EXACT LOCATION WITH DIV.23. 4. PROVIDE POWER WIRING FROM SOURCE PANELBOARD TO OUTDOOR UNIT. PROVIDE INTERCONNECT WIRING IN 3/4"C. FROM OUTDOOR UNIT TO INDOOR UNIT. WIRE SIZE AND TYPE SHALL BE PER MANUFACTURER'S REQUIREMENTS. PROVIDE SEPARATE DISCONNECT SWITCH FOR EACH OF THE TWO UNITS. 5. PROVIDE SEPARATE 20A/120V/1PH CONNECTION TO UNIT FOR INTEGRAL LIGHTS AND RECEPTACLES. POWER VIA CIRCUIT INDICATED ON PLANS. 6. UNIT IS LOCATED OUTSIDE BUILDING ON PAD. CIRCUIT SHALL RUN UNDER SLAB FROM PANEL TO UNIT LOCATION. COORDINATE EXACT STUB-UP LOCATION IN FIELD WITH HVAC CONTRACTOR PRIOR TO ROUGH-IN. 7. POWER VIA EPO/ SHUTOFF SYSTEM AS SPECIFIED ON ELECTRICAL DETAILS. 8. VFD FURNISHED AND INSTALLED BY KITCHEN EQUIPMENT CONTRACTOR. PROVIDE WIRING FROM SOURCE PANEL TO VFD, AND FROM VFD TO MOTOR(S). PROVIDE CONTROL WIRING AS DICTATED ON FOOD SERVICE DETAILS AND ELECTRICAL DRAWINGS. 9. NEMA 3R DISCONNECT SWITCH FOR CHILLER SHALL BE MOUNTED IN AN ACCESSIBLE LOCATION ADJACENT TO UNIT. COORDINATE EXACT LOCATION OF STARTER/VFD AND CONTROL PANEL IN FIELD WITH MECHANICAL CONTRACTOR PRIOR TO INSTALLATION. 10. DUPLEX PUMP ASSEMBLY - PROVIDE POWER WIRING TO CONTROL PANEL AND FROM CONTROL PANEL TO EACH OF THE TWO PUMPS. LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER / MODEL VOLTAGE SOURCE FIXTURE DESCRIPTION A 5139LM, 46.4W 3500K LEDUNVMETALUX / 24CGT5535C NOTES: 1. LIGHT FIXTURES IN THE SCHEDULE SHALL BE CONSIDERED BASIS OF DESIGN. EQUAL FIXTURE SUBSTITUTIONS ARE ACCEPTABLE FOR ALL FIXTURES IN THE LIGHTING FIXTURE SCHEDULE, UNLESS INDICATED OTHERWISE. EQUAL FIXTURE APPROVAL SHALL BE AS JUDGED BY THE ENGINEER AND THE ARCHITECT. IN ADDITION TO THE REQUIREMENTS LISTED IN THE LIGHTING FIXTURE SCHEDULE AND IN THE SPECIFICATIONS, THE PROPOSED EQUAL FIXTURES SHALL: A. BE THE SAME GENERAL SIZE, STYLE AND SHAPE, INCLUDING BUT NOT LIMITED TO LENS CONSTRUCTION AND SHADING. B. BE OF EQUAL QUALITY CONSTRUCTION AND FINISH. C. BE SUPPLIED WITH ALL REQUIRED ACCESSORIES TO MATCH THE SPECIFIED (BASIS OF DESIGN) FIXTURE. D. PROVIDE THE SAME DISTRIBUTION, EFFICACY AND SOURCE LUMEN OUTPUT. E. HAVE THE SAME LISTINGS AS THE BASIS OF DESIGN FIXTURE, INCLUDING DLC AND ENERGY STAR QUALIFICATIONS. 2. ALL FIXTURES SHALL BE UL LISTED. 3. ALL NECESSARY MOUNTING HARDWARE, HANGERS, BRACKETS, RAILS, YOKES, CANOPIES, STEMS, CHAINS, ROW JOINERS, ETC. SHALL BE FURNISHED AND INSTALLED. 4. REFER TO ARCHITECTURAL DRAWINGS FOR SPECIFIC DETAILS, ARRANGEMENT, MOUNTING HEIGHTS, SUSPENSION LENGTHS, CEILING CONSTRUCTION, ETC. ALL COLORS AND FINISHES SHALL BE SELECTED BY ARCHITECT. 5. FIXTURES SHALL BE SEISMICALLY SUPPORTED AS REQUIRED BY THE APPLICABLE BUILDING CODE. FIXTURES SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE AND SHALL BE INDEPENDENT OF DUCTS, PIPES, CEILINGS AND THEIR SUPPORTING MEMBERS. FIXTURES SHALL BE SUPPORTED WITH A MINIMUM OF 2 SUPPORTS. 6. WIRE EMERGENCY FIXTURES AND EXIT SIGNS AHEAD OF SWITCHED LEGS. 7. MINIMUM MOUNTING HEIGHT OF FIXTURES IN MECHANICAL AND ELECTRICAL SPACES IS 8'-6" AFF. COORDINATE MOUNTING HEIGHT IN FIELD WITH EQUIPMENT IN ROOM SUCH THAT LIGHTING IS NOT OBSTRUCTED BY DUCTWORK, PIPING AND CONDUIT. PROVIDE NECESSARY CHAIN-MOUNTING HARDWARE TO SUSPEND FIXTURES WHERE REQUIRED. 8. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 9. WHERE EXIT SIGNS ARE SHOWN AS WALL MOUNTED ABOVE A DOOR, MOUNT SUCH THAT THE BOTTOM OF THE SIGN IS NO MORE THAN 3" ABOVE THE DOOR FRAME, UNLESS INDICATED OTHERWISE ON PLANS. 10. UNLESS OTHERWISE NOTED, PENDANT FIXTURE MOUNTING HEIGHTS IN FINISHED SPACES SHALL BE AS FOLLOWS: A. CEILING HEIGHT 9'-0" OR LOWER: 7'-6" TO BOTTOM OF FIXTURE B. CEILING HEIGHT 9'-6" TO 11'-0": 8'-0" TO BOTTOM OF FIXTURE C. CEILING HEIGHT 11'-0" TO 12'-0": 9'-6" TO BOTTOM OF FIXTURE D. MINIMUM PENDANT LENGTH SHALL BE 1'-6" E. CONSULT WITH ARCHITECT AND ENGINEER FOR OTHER CEILING HEIGHTS. 2' X 4' RECESSED LED FIXTURE, STEEL HOUSING, ACRYLIC LENS 1.35W, LEDUNVLITHONIA LIGHTING / ELM2L UVOLT LTP WALL MOUNTED FIXTURE WITH EMERGENCY BATTERY BACK-UP AND LED HEADS LEDUNVLITHONIA LIGHTING / LHQM LED R [HO RO]EXIT SIGN, THERMOPLASTIC HOUSING, DAMP LOCATION LISTED, NI-CAD BATTERY, SELF DIAGNOSTIC. UNIVERSAL MOUNT WITH RED LETTERS AND DIRECTIONAL ARROWS AS INDICATED. A1 5139LM, 46.4W 3500K LEDUNVMETALUX / 24CGT5535CCGTSURF24 2' X 4' SURFACED MOUNTED LED FIXTURE, STEEL HOUSING, ACRYLIC LENS B TRI-LITE / SG30-115RG-LED 120V 69W LED WALL MOUNTED LED TRAFFIC SIGNAL FIXTURE, POLYPROPYLENE HOUSING, EYE BROW SUN VISOR, YELLOW FINISH C METALUX / LHB-18-UNV-L840-CD-OEFP010VMV- PC6/277-LHB-WG23-LHB-PMK 120V 18000LM,132W 4000K LED 1' X 4' PENDANT LINEAR LED FIXTURE, STEEL HOUSING, DIFFUSED LENS, WHITE FINISH STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.: 2022053.00203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM© Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/25/2022 3:23:09 PMC:\Users\palexis\Documents\R22-2022053-MEP Central- 225 Whites Path - FedEx_palexisJPNEE.rvtELECTRCIAL SCHEDULES 4/25/2022 E6.3ALTERATION TO EXISTING225 WHITE'S PATHSOUTH YARMOUTH, MA 02664WAREHOUSE & DISTRIBUTION CENTER225 WHITES PATH 2&3 LLCNo. Description Date SCOTT A. SULLIVAN ELECTRICAL NO. 47551 F MO AHSTLSAAEC HWN USOEMTMTOSC DRY TYPE TRANSFORMER SCHEDULE SIZE KVA T1 9 PRIMARY AMPS 11 SECONDARY AMPS 25 480 VOLT OVERCURRENT 20A, 3P 208 VOLT (NOTE 4) OVERCURRENT 30A, 3P 480 VOLT FEEDER 3#12 & 1#12G - 3/4"C 3#600 KCMIL & 1#3G - 4"C T2 T3 T4 T5 T6 T7 T8 T9 T10 15 18 42 30 36 83 45 54 125 75 90 208 112.5 135 313 150 181 417 225 270 625 300 361 834 500 600 1400 30A, 3P 50A, 3P 3#10 & 1#10G - 3/4"C 60A, 3P 100A, 3P 3#6 & 1#10G - 1"C 90A, 3P 150A, 3P 3#3 & 1#8G - 1 1/4"C 150A, 3P 250A, 3P 200A, 3P 400A, 3P 300A, 3P 500A, 3P 400A, 3P 800A, 3P 600A, 3P 1000A, 3P 1000A, 3P 1600A, 3P 3#1/0 & 1#6G - 2"C 3#3/0 & 1#6G - 2"C 3#350 KCMIL & 1#4G - 3"C (2) SETS OF: 3#350 KCMIL & 1#1G - (2) 3"C (3) SETS OF: 3#500 KCMIL & 1#2/0G - (3) 4"C 208/120 VOLT FEEDER 4#10 - 3/4"C (2) SETS OF: 4#600 KCMIL - (2) 4"C 4#8 - 1"C 4#3 - 1 1/4"C 4#1/0 - 2"C 4#250 KCMIL - 3"C 4#600 KCMIL - 4"C (2) SETS OF: 4#250 KCMIL - (2) 3"C (3) SETS OF: 4#500 KCMIL - (3) 4"C (4) SETS OF: 4#600 KCMIL - (4) 4"C GEC (NOTE 5) 1#8 - 3/4"C 1#8 - 3/4"C 1#6 - 3/4"C 1#6 - 3/4"C 1#2 - 3/4"C 1#1/0 - 3/4"C 1#3/0 - 3/4"C 1#3/0 - 3/4"C 1#300 KCMIL- 1"C TRANSFORMER NOTES: 1. BOND NEUTRAL TRANSFORMER SECONDARY TO THE TRANSFORMER GROUND BAR AND CASE WITH SYSTEM BONDING JUMPER. 2. USE NEAREST AVAILABLE EFFECTIVELY GROUNDED WATER PIPE, STRUCTURAL STEEL AND/OR DRIVEN GROUND ROD IN ACCORDANCE WITH N.E.C. 250-81 AND 250-83 FOR THE SEPARATELY DERIVED SYSTEM GROUNDING ELECTRODE. 3. ALL CONDUCTOR SIZES ARE FOR COPPER CONDUCTORS. N.E.C. TABLE 310.15(B)(16). 4. SECONDARY OVERCURRENT PROTECTION SHALL BE LOCATED WITH IN (10) FEET OF THE TRANSFORMER SECONDARY TERMINALS EITHER IN A PANELBOARD (MAIN BREAKER), AN INDIVIDUALLY MOUNTED CIRCUIT BREAKER, OR A FUSIBLE DISCONNECT SWITCH. 5. GROUNDING ELECTRODE CONDUCTOR TO BE RUN FROM GROUND BAR IN TRANSFORMER TO THE GROUNDING ELECTRODE FOR THE SEPARATELY DERIVED SYSTEM. 6. SYSTEM BONDING JUMPER/SUPPLY SIDE BONDING JUMPER TO BE INSTALLED BETWEEN THE TRANSFORMER GROUND BAR AND CASE AND BETWEEN THE GROUND BAR IN THE FIRST SUPPLY SIDE DISCONNECTING MEANS (PANELBOARD, ENCLOSED CIRCUIT BREAKER OR FUSIBLE DISCONNECT SWITCH) AND TRANSFORMER GROUND BAR. INSTALL MULTIPLE SUPPLY SIDE BONDING JUMPERS OF THE SIZE LISTED, (1) IN EACH FEEDER RACEWAY. 7. 600 KCMIL CONDUCTORS SHALL BE PROVIDED WITH MAC ADAPTERS AS REQUIRED TO COORDINATE WITH BREAKER LUG SIZES. SSBJ (NOTE 6) 1#8 1#8 1#6 1#6 1#2 1#1/0 1#3/0 1#3/0 1#300 KCMIL 1#1/0 - 3/4"C 1#1/0 COPPER CONDUCTORS EXISTING MDP2 800 A EXISTING WAREHOUSE LIGHTING PANEL #1 225 A TX 3 EXISTING GEN. MECHANICAL PANEL 300 A 225 A EXISTING MDP1 200 A EXISTING NH4 ITS 225 A TX 3 EXISTING PA 225 A UNIT #2 UNIT #3 EXISTING WAREHOUSE LIGHTING PANEL #2 400 A EXISTING PANEL 250 A EXISTING P-1 TX 3 T6 2 200 A CP1 200 A MP1 EXISTING UTILITY SERVICE T5 1 MP2 250 A EXISTING UTILITY SERVICE 4 PROVIDE 4#3/0, 1#6G IN 2 1/2"C PROVIDE 4#3/0, 1#6G IN 2 1/2"C 200 A 90 A 1 ELECTRICAL RISER KEYNOTES 1 2 3 REFER TO DRY-TYPE TRANSFORMER SCHEDULE FOR SIZING OF TRANSFORMER CONDUCTORS AND OCP DEVICES UNLESS OTHERWISE NOTED. EXISTING TRANSFORMER. EXISTING DISCONNECT SWITCH.3 PROVIDE DOUBLE SET OF TAPS ON SECONDARY SIDE OF TRANSFORMER. STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.: 2022053.00203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM© Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/25/2022 3:23:09 PMC:\Users\palexis\Documents\R22-2022053-MEP Central- 225 Whites Path - FedEx_palexisJPNEE.rvtELECTRICAL POWER RISER DIAGRAM 4/25/2022 E7.1ALTERATION TO EXISTING225 WHITE'S PATHSOUTH YARMOUTH, MA 02664WAREHOUSE & DISTRIBUTION CENTER225 WHITES PATH 2&3 LLCNTS1ELECTRICAL POWER RISER DIAGRAM No. Description Date SCOTT A. SULLIVAN ELECTRICAL NO. 47551 F MO AHSTLSAAEC HWN USOEMTMTOSC AUDIBLE/VISUAL & VISUAL ONLY APPLIANCES . . SYNCHRONIZE MORE THAN TWO APPLIANCES IN ANY FIELD OF VIEW AUDIBLE ONLY APPLIANCE .80" MIN. (ADA, NFPA) ABOVE FINISHED FLOOR TO BOTTOM OF LENS .96" MAX. (ADA, NFPA) ABOVE FINISHED FLOOR TO TOP OF LENS .REF. 80" MIN. (IBC) REF. 96" MAX. (IBC) ABOVE FINISHED FLOOR .FOR CEILING HEIGHTS LESS THAN 86" THE VISUAL LENS MOUNTING HEIGHT SHALL BE WITHIN 6" OF THE CEILING ..NFPA 72 AUDIBLE APPLIANCE 6" MIN. BELOW FINISHED CEILING 90" MIN. ABOVE FINISHED FLOOR (OTHER MOUNTING HEIGHTS SHALL BE PERMITTED BY THE AHJ PROVIDING IT MEETS THE SOUND LEVEL OUTPUT REQUIRED) NOTE: REFER TO THE PROPER DEVICE INSTALLATION INSTRUCTIONS FOR BACKBOX MOUNTING HEIGHT. FINISHED FLOOR A/C SUPPLY OR RETURN DIFFUSER F M ..48" MAX. (ADA, NFPA) 42" MIN. (NFPA) MEASUREMENTS ARE TO THE TOP OF THE PULL HANDLE MANUAL PULL STATION . 5" TO EXIT DOOR 5' (MAX) .DOOR WIDTH LESS 3" MAGNETIC DOOR HOLDER S H ORCEILING MOUNTED SMOKE OR HEAT DETECTOR TYPICAL) S H ORACCEPTED HERE SOR 3' (MIN).4".4".12" (MAX) HEAT DETECTORS NEVER HEREFINISHED FLOOR FINISHED WALL SIDE WALL FIRE ALARM LEGEND SYMBOL DESCRIPTION DUCT MOUNTED SMOKE DETECTOR AND HOUSING REMOTE DUCT SMOKE DETECTOR TEST SWITCH FIRE ALARM MONITOR MODULE FIRE ALARM CONTROL MODULE FIRE PROTECTION TAMPER SWITCH AND FIRE ALARM MONITOR MODULE FIRE PROTECTION FLOW SWITCH AND FIRE ALARM MONITOR MODULE FIRE PROTECTION PRESSURE SWITCH AND FIRE ALARM MONITOR MODULE PS FS TS RTS MM CM FIRE ALARM RELAY MODULERM EQUIPMENT INITIATING DEVICES NOTIFICATION INTERFACE MODULES MISCELLANEOUS F B WALL MOUNTED COMBINATION SPEAKER / STROBE LIGHT WITH A MULTI-CANDELA STROBE. MOUNT AT 6'-8" AFF. WG= PROVIDE WITH WIREGUARD. "XX"=CANDELA RATING WALL MOUNTED STROBE-ONLY UNIT WITH A MULTI-CANDELA STROBE. MOUNT AT 6'-8" AFF. WG= PROVIDE WITH WIREGUARD. "XX"=CANDELA RATING XX XX WALL MOUNTED FIRE ALARM MANUAL PULL STATION. MOUNT AT 48" AFF. PROVIDE WITH MANUAL STATION GUARD, STI "STOPPER II" OR EQUAL WHERE REQUIRED. EXTERIOR SPRINKLER BELL. PROVIDE 20A/1P CIRCUIT. FACP FIRE ALARM CONTROL PANEL S/D SMOKE OR FIRE/SMOKE DAMPER WITH ASSOCIATED DUCT SMOKE DETECTOR. PROVIDE ALL ITEMS LISTED AS BY DIVISION 26 AND BY DIVISION 28 IN ELECTRICAL SMOKE DAMPER DETAIL. PROVIDE WITH ONE DUCT SMOKE DETECTOR UNLESS OTHERWISE NOTED. SD FSD 1 2 3 4 TRANSMIT SUPERVISORY SIGNAL TO FIRE ALARM CONTROL PANELACTUATE AUDIBLE SUPERVISORY SIGNALTRANSMIT ALARM SIGNAL TO FIRE DEPARTMENT VIA RADIO BOXINITATION OPERATE ALL NOTIFICATION APPLIANCES/AUDIBLE VOICE MESSAGEACTIONRELEASE FIRE/SMOKE DOORS HELD BY MAG HOLDSA B C D E F GHVAC SYSTEM FAN SHUTDOWNMANUAL PULL STATION SMOKE DETECTOR SPRINKLER WATER FLOW SPRINKLER VALVE TAMPER TURN ON FIRE PROTECTION BELLFAA EXISTING REMOTE ANNUNCIATOR EXISTING BATTERY CABINET OFFICE AREA NOTIFICATION APPLIANCES FIRE ALARM GENERAL NOTES TYPICAL FIRE ALARM WIRING SEQUENCE OF OPERATION 1. CABLES SHALL BE ROUTED ABOVE CEILING AND IN STUD WALLS WHENEVER POSSIBLE. FIRE ALARM MC CABLING IS ACCEPTABLE WHEN CABLING IS NOT EXPOSED. WHERE EXPOSED OR ROUTED IN CONCRETE, PROVIDE WIRE IN CONDUIT. 2. PROVIDE EXTRA POWER SUPPLIES AND TRANSPONDERS WHERE REQUIRED BY MANUFACTURER. 3. TYPICAL DEVICES SHOWN IN RISER. REFER TO FLOOR PLANS FOR DEVICE QUANTITIES AND LOCATIONS. 4. REFER TO FIRE PROTECTION DRAWINGS FOR LOCATIONS AND QUANTITIES OF FLOW AND TAMPER SWITCHES. 5. VERIFY ALL LOCAL REQUIREMENTS WITH THE FIRE MARSHAL'S OFFICE PRIOR TO SUBMITTING BID. 6. REFER TO FIRE ALARM SPECIFICATIONS FOR ADDITIONAL SYSTEM REQUIREMENTS. 7. PROVIDE NOTIFICATION APPLIANCE CIRCUIT EQUIPMENT TO SUPPORT LAYOUT PLUS 25%. 8. PROVIDE ALL REQUIRED MODULES AND PROGRAMMING FOR INTERFACING WITH ACCESS CONTROL SYSTEM. COORDINATE EXACT REQUIREMENTS WITH SECURITY CONTRACTOR PRIOR TO INSTALLATION. SLC/ADDRESSABLE CIRCUIT- #16/2 TWISTED SHIELDED PAIR STROBE CIRCUIT- #14/2 AWG SPEAKER CIRCUIT- #14/2 TWISTED SHIELDED PAIR EOL EOL CLASS "B" WIRING TO END OF LINE RESISTORS EXISTING FACP EXISTING UDACT 5 SPRINKLER PRESSURE 6 MM SMOKE DETECTOR, DUCT MOUNTED H CLOSE FIRE SMOKE DAMPEREOL CLASS "B" WIRING TO END OF LINE RESISTORS CO/N02 FUME DETECTION CONTROL PANEL. FAA EXISTING REMOTE ANNUNCIATOR EXISTING BATTERY CABINET OFFICE AREA NOTIFICATION APPLIANCES EOL EOL CLASS "B" WIRING TO END OF LINE RESISTORS EXISTING FACP EXISTING UDACT UNIT #2 UNIT #3 CM PF CM PF FAN SHUTDOWN (TYPICAL FOR EACH PF) STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.: 2022053.00203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM© Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/25/2022 3:23:10 PMC:\Users\palexis\Documents\R22-2022053-MEP Central- 225 Whites Path - FedEx_palexisJPNEE.rvtFIRE ALARM RISER, NOTES, AND SYMBOLS 4/25/2022 FA0.1ALTERATION TO EXISTING225 WHITE'S PATHSOUTH YARMOUTH, MA 02664WAREHOUSE & DISTRIBUTION CENTER225 WHITES PATH 2&3 LLCN.T.S.1 FIRE ALARM DEVICE MOUNTING HEIGHT REFERENCE DETAIL NTS2FIRE ALARM RISER DIAGRAM No. Description Date SCOTT A. SULLIVAN ELECTRICAL NO. 47551 F MO AHSTLSAAEC HWN USOEMTMTOSC . FACPMMCMCMCMCMABCDEFGHJKLMNPQRSTU V W X Y Z AA BB CC DD 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 U' 30 15 15 30 15 15 15 15 TRAINING / MEETING ROOM P&D CHECK-IN SENIOR MANAGER MEN'SWOMEN'S KITCHENETTE ENTRY SORT MANAGER P&D MANAGER OPS MGRS / COORDS COMPUTER ROOM GENERAL STORAGE PACKAGE PICK-UP LOCKERS ENTRY SHUTDOWN FOR PF-1 FAN SHUTDOWN FOR PF-3 FAN SHUTDOWN FOR PF-4 FAN SHUTDOWN FOR PF-2 FAN FACP STAMP: TITLE: DATE ISSUED: REVISIONS: DRAWING NO.: 2022053.00203 WILLOW STREET, SUITE A YARMOUTHPORT, MA 02675PH 508-362-8382 WWW.CAPEARCHITECTS.COM© Catalyst Architecture / Interiors, Inc. All rights reserved. The Copyrights to all designs and drawings are the property Catalyst Architecture / Interiors, Inc. No use or reproduction of this material is permitted without expressed written consent.4/25/2022 3:23:11 PMC:\Users\palexis\Documents\R22-2022053-MEP Central- 225 Whites Path - FedEx_palexisJPNEE.rvtFIRE ALARM FLOOR PLAN 4/25/2022 FA1.1ALTERATION TO EXISTING225 WHITE'S PATHSOUTH YARMOUTH, MA 02664WAREHOUSE & DISTRIBUTION CENTER225 WHITES PATH 2&3 LLC1/16" = 1'-0"1 FIRE ALARM FLOOR PLAN ALL FIRE ALARM DEVICES IN WAREHOUSE SPACE SHALL BE ETR EXCEPT FOR OFFICE SPACE. No. Description Date SCOTT A. SULLIVAN ELECTRICAL NO. 47551 F MO AHSTLSAAEC HWN USOEMTMTOSC