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Gawith plans rev-18 2018-10-159 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 1924 LLC/Gawith Hall Round Hill Road Northampton, MA 01060 OWNER:1924 LLC 333 Elm St, West Springfield, MA 01089 413-896-3019 Contact: Max Hebert ARCHITECT: Thomas Douglas Architects 196 Pleasant St., Northampton, MA 01060 413-585-0641 CONTRACTOR:Crocker Builders 186 Stafford St, Springfield, MA 01104 413-737-7803 CIVIL:R. Levesque Associates 40 School Street, PO Box 640, Westfield, MA 01085 413-568-0985 STRUCTURAL:GNCB 130 Elm St., Old Saybrook, CT 06475 860-388-1224 MECHANICAL:M.J. Moran 4 South Main St., Box 278, Haydenville, MA 01039 413-268-7251 August 10, 2018 Revised Construction Set GENERAL NOTES 1. Contractor shall verify all dimensions and take own measurements at the job site before commencing work. Advise architect of any error or discrepancy. 2. Contractor shall coordinate work of all trades, and installation of all equipment, items, or assemblies prior to commencing work. 3. Contractor shall locate all existing utilities in areas of work. If utilities are to remain, provide adequate means of support and protection during work. 4. Contractor shall consult and obtain permission from utility owners prior to commencement of work. Cooperate with owner and utility company in keeping respective services and facilities in operation. Repair damaged utilities to satisfaction of owner. Secure approval of connections to existing utilities from appropriate utility company and notify local authorities prior to covering. 5. Under no circumstances shall any trench required for utility connections, etc. outside the property line be without protective barricades nor be left open at the end of a day's work. 6. No open excavations shall be left open at the end of a day's work without adequate protective barricades to assure public safety. 7. Install and maintain adequate bracing or shoring required to prevent filling-in or cave-ins of adjacent materials at all times. 8. Remove all water and disturbed soil from excavations prior to commencing further work each day. 9. Contractors shall not damage the site beyond project limit lines. Any damage beyond project limit lines shall be repaired immediately to owners' satisfaction. 10. Contractor shall maintain structural integrity of project during construction through bracing, guy wires, etc. See structural notes. 11. Contractor shall perform work in accordance with all applicable federal, state, and local codes. 130 F A A A E E C C D B C C E E C C E E C C E E C C A AAAA AAAA A J K B BB B D B B D D DD A TABLE OF CONTENTS COVER 000 CODE A-100 BASEMENT PLAN A-101 1ST FLOOR PLAN A-102 2ND FLOOR PLAN A-103 3RD FLOOR PLAN A-104 ROOF PLAN A-110 BASEMENT RCP A-111 1ST FLOOR RCP A-111A 1ST FLOOR RCP DUCTWORK A-112 2ND FLOOR RCP A-112A 2ND FLOOR RCP DUCTWORK A-113 3RD FLOOR RCP A-113A 3RD FLOOR RCP DUCTWORK A-120 BASEMENT FINISH A-121 1ST FLOOR FIN ISH A-122 2ND FLOOR FINISH A-123 3RD FLOOR FINSHES A-124 PLAN DETAILS A-125 ADDITION ENLARGED 1ST FLOOR PLAN A-126 ADDITION ENLARGED 2ND FLOOR PLAN A-127 ADDITION ENLARGED 3RD FLOOR PLAN A-201 ELEVATIONS - NORTH WEST A-202 ELEVATIONS - SOUTH EAST A-301 BLDG SECTIONS - ADDITION + EAST WING A-302 BLDG SECTIONS - ADDITION + EAST WING A-303 BLDG SECTIONS A-304 BLDG SECTIONS A-305 SECTIONS - SOUTH WING A-401 INT ELEV - 1ST/2ND FL BATHROOM CORE A-402 INT ELEV - 1ST/2ND FL BATHROOMS A-403 INT ELEV - 3RD FL BATH/LOCKER ROOMS A-404 INT ELEV - 3RD FL BATH/LOCKER ROOMS A-405 INT ELEV - BATHROOMS & LOCKER ROOMS A-406 INT ELEV - WEST WING, NORTH WALL A-407 INT ELEV - EAST WING CORRIDORS A-408 INT ELEV - 1ST FL A-409 INT ELEV - KITCHEN A-410 INT ELEV - KITCHEN A-411 ELEV - 2ND FLOOR CONFERENCE ROOM A-412 ELEV - 2ND FLOOR CONFERENCE ROOM A-501 WALL SECTION: ENTRY A-502 WALL SECTIONS: @ EXISTING BUILDINGS A-503 WALL SECTIONS: ADDITION A-601 WINDOW& DOOR SCHEDULE A-602 WALL TYPES A-603 DETAILS: EXT. WALLS A-604 DETAILS: ADDITION ROOF A-605 DETAILS: MISCELLANEOUS DETAILS A-606 DETAILS: RAILINGS A-607 DETAILS: ROOF DECK & ROOF DECK ACCESS A-608 DETAILS: CENTRAL STAIR A-609 DETAILS: OPENING AT 1ST FL. CONF. RM. A-610 DETAILS: LOADING DOCK & ENCLOSURE A-801 SITE PLAN AT ENTRY RAMP A-802 DETAILS: ENTRY RAMP DETAILS EX-100 EXIST BMNT EX-101 EXIST 1ST EX-102 EXIST 2ND EX-103 EXIST 3RD EX-201 EXIST NORTH WEST E LEVS EX-202 EXIST EAST SOUTH ELEVS EX-203 EXIST PARTIAL ELEVS D-100 DEMO BMNT D-101 DEMO 1ST D-102 DEMO 2ND D-103 DEMO 3RD D-201 DEMO NORTH WEST ELEVS D-202 DEMO EAST SOUTH ELEVS D-203 DEMO PARTIAL ELEVS 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 03/05/18 8/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SET BID SET 11 02/19/18 BID SET 12 03/05/18 REVISED BID SET CODE DRAWINGS1'-2"BOTTLEFILLERFIRST FLOOR PLAN EXISTING BUILDING AREAS Scale: 1/16" = 1'-0"2 153'-4"139'-0"9,646 S.F. 2,672 S.F. EXISTING KITCHEN EXISTING BUILDING CODE 000 307308309310 313 314 316315 SKYLIGHTUP RD 327 328 329326 331 332 333330 305 RD TAPERED INSULATION1/4" PER 12"TAPERED INSULATION1/4" PER 12"RD+10"+6"+8"+4"+2"+6"+8"+4"317306 311 321 319323 SECOND FLOOR ATRIUM BASEMENT -9-'1" FIRST FLOOR 0'-0" 12'-1 1/4" THIRD FLOOR 23'-3" BUILDING SECTION D-DScale: 1/8" = 1'-0"2 A C D E HBE.5 G JB.5 RETURN AIR HIGH AHU 6'-0"A AAAAA A C D E HB.5 E.5 G J SECOND FLOOR THIRD FLOOR BASEMENT -9-'1 1/2" FIRST FLOOR 0'-0" 12'-1 1/4" 23'-3" FILL EXISTING WINDOW OPENING TO MATCH ADJACENT BRICK.NEW NEW BRICK WALL WITH BROWNSTONE CAP TO MATCH MASONRY AT EXISTING BUILDING NEW WALLS, ROOF & WINDOWS ON EXISTING FOUNDATION NEW ROOFTOP MOUNTED HVAC EQUIPMENT (BEYOND) NEW NEW NEW OVERHEAD DOOR IN EXISTING, EXPANDED OPENING HOOD EXHAUST IN SOFFIT D E Ex Ex ExEx Ex Ex Ex Ex WEST ELEVATION Scale: 1/8" = 1'-0"2 EXIST. LOADING DOCK, STEPS & ROOF TO REMAIN NEW S3 W2W2 S3 S3S3 F 6'-0"W2W2W2W2W2 B G1 G2 H 127 G1 G2W2 322 303AREA = 1927 sfOCCUPANCY = 385 (ASSEMBLY - STANDING SPACE) 311 312 310 309 308308308308 307 313 314 315 316 309310 307308 316315314313 310 309 308 307 313 314 315 316 8x188x128x10.58x126" HALF ROUND COPPER GUTTER A AAAAA BOTTLE FILLING STATION ramp up3251A-127 2018-03-08ALTERNATIVE RAMP LAYOUT RD SAFETY GLASS ATTHESE WINDOWS 326 AA A TAPERED INSULATION1/4" PER 12"TAPERED INSULATION1/4" PER 12" TAPERED INSULATION1/4" PER 12"TAPERED INSULATION1/4" PER 12"48x16RET, 2NDDOWNSPOUT TO ROOF BELOW, TYP.325SAFETY GLASS ATTHESE WINDOWS 48" X 30" 48" X 30" UP +20" +20" +20" 0" 0" OFD OVERFLOW SCUPPER OVERFLOW SCUPPEROVERFLOW PARAPET CT418F, CT418FGAD-00053, v02Aquia® Wall-Hung Dual-Flush Toilet, 1.6GPF & 0.9GPF CT708EVWall Mounted Flushometer Toilet, 1.6GPF & 0.9GPF HDHDHDHDHDHDHDHDHDUP UPRAMP +20" +8" RAMP324 THIRD FLOOR PLAN EXISTING BUILDING AREAS Scale: 1/16" = 1'-0"4 9,346 S.F. EXISTING BUILDING EXISTING GASENTRY TO BE RELOCATED48x1635x1635x168x1626x1215x1018x1022x1216x1018x1015x10005 BASEMENT PLAN Scale: 1/16" = 1'-0"1 8,920 S.F. EXISTING BUILDING 226BBBB206207211210209208 223 BB228 203201212 2291ST & 2ND FLOOR COMBUSTION AIR & EXHAUST FLUE TO ROOF 1ST FLOOR 16x1026x1215x10B C CCCCCCC C C 1A-126 216 214219 212 215 218 8x10.58x1648x16RET, 2ND35x162ND8x16CONF 227 222 224 RD 221 227 SECOND FLOOR PLAN EXISTING BUILDING AREAS Scale: 1/16" = 1'-0"3 9,437 S.F. 2,672 S.F. EXISTING BUILDING 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 EXISTING BRICK WALLS TO REMAIN NEW 2X4 FURRED, INSULATED EXTERIOR WALLS KEY DEMO WALLS GENERAL NOTES NEW GYPSUM WALL BOARD CEILINGS, PRIMED AND PAINTED THROUGHOUT WORK AREA, OTHERS TO REMAIN PAINT INTERIOR SURFACES: WALLS, CEILING, TRIM, DOORS, AND WINDOWS REFINISH EXISTING WOOD FLOORS NEW 2X4 FURRED, WAINSCOTING. CLAD WITH 5/8" GWB- ALIGN WOOD CAP WITH WINDOW SILL NEW FULL HEIGHT, 1 1/2 X 3 5/8" METAL STUD WALL, CLAD WITH 5/8" GWB, INSULATED NEW LOW WALL, 1 1/2 X 3 5/8" METAL STUD WALL, CLAD WITH 5/8" GWB EXISTING EXTERIOR BRICK WALL NEW FULL HEIGHT, 1 1/2 X 3 5/8" METAL STUD WALL, CLAD WITH WOOD, INSULATED NEW FULL HEIGHT, 1 1/2 X 3 5/8" METAL STUD WALL, CLAD WITH TILE, INSULATED NEW FULL HEIGHT, 1 1/2 X 3 5/8" METAL STUD WALL, CLAD WITH 5/8" GWB, NO INSULATION PROPOSED BASEMENT FLOOR PLAN A-100 EXISTING GAS ENTRY TO BE RELOCATEDFCUFCU 1ST & 2ND FLOOR SUPPLY & RETURN FROM BASEMENT 1ST & 2ND FLOOR SUPPLY & RETURN FROM BASEMENT 48x1635x1635x168x16 26x1215x1018x1022x1216x1018x1015x10 2ND FLOOR SUPPLY FILL OPENING AT HATCH DUCTS TO FIRST & SECOND FLOORS IN ADDITION, TIGHT TO FOUNDATION WALL 005FILL OPENING AT HATCH FURNACE 1 COMBUSTION AIR FLUE FROM BASEMENT F2 EXHAUST F2 AIR F1 AIR F2 EXHAUST BOILER VENT FURNACE2BOILER VENT (4) CONDENSOR LINES 5 1/2"10'-6 1/2"11'-0"11'-0"11'-0"9'-2 1/4"9'-2 1/4"8'-10 3/4"9'-10"10'-9 1/4"9'-10"9'-0 5/8"8'-3 1/8"3'-5 1/2"4'-7 1/8"4'-3 11/16"5'-1 3/4" GAWITH HALL- BASEMENT FLOOR PLAN Scale: 1/8" = 1'-0"A100 0 5 10 15 FT EXISTING CABLE TV ENTRY SIMPLEXFIREALARM STEAM LINEEXISTING ENTRY SPRINKLER VALVES WATER MAIN ENTRY AND GAS METER RELOCATED GAS STORAGELAUNDRY MECHANICAL STORAGE STORAGE MECHANICAL ELEV MR FILLED VACANTELEC. CLOS. EXIST ELEVATOR SUPPLY FROM 1ST FLOOR TO BASEMENT FURNACES STAIR 3 STAIR 2 STAIR 5 UP UP UP B SK-08 EB 1 2 3 4 C D HB.5 E.5 GA 16'-3 7/8"17'-0 7/8"11'-9 5/8"11'-0"6'-6 3/4"4'-5 1/4"11'-0"11'-0"6'-1"11'-11 1/8"9'-2"7'-6 1/2" JJ E2 E1 S3 S2 S1 SA SB SC SD EA EB EC ED S2.9 8'-3 3/4"001 002003004 00659'-11"EXIT REMOTENESS1 6 9 ' - 1 0 "OVE RA L L D IAGON A L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 13 13 UNITS BASEMENT TOTAL FURNACES 2 2 AIR HANDLERS 1 11 HVAC UNIT COUNT 18 ADD DOOR NUMBERS C C C C C print2'-5"5'-0" C C C C C C C C C C C A A A A AA 5'-10"7'-0" D D D D D D D D D D D D 130 DD128 101102127 40x48 pallets 126 103104BRICK 119111 115 113118 112 114 117 1161241081211 1 0 109131 125 120printprint134 105 1'-2" FURNACE 5 1078x10.58x16DDDD E EEEEEEE 26x1215x1018x1022x1216x1018x102'-5"5'-0" 2'-6"6'-0"26x1215x1018x1026x1215x1018x10BRICK3'-6 1/2"3'-8"3'-6 1/2"8'-0"6"6'-0"122123 SINK48x16RET, 2ND35x162NDSPRINKLERRISER 35x162ND8x16CONF STEEL "V" BRACE48x16RET, 2ND35x162ND8x16CONF wallREFRIGERATORREFRIGERATORSTOVEELKAY SS SINKWITHIN INTEGRALSS COUNTER TOPFROM ELKAYDWCOFFEE MACHINE WOOD COUNTERDWELKAY SS SINKWITHIN CUSTOMWOOD COUNTERB C C C C C C133132ICEMAKEROVENMICROOVENMICROBE X I S T I NG T R AN S F ORM E R EX I S T I N G TR A N S F O R M E R 6'-0" x 5'-0"DOCK LEVELLER NEW CONCRETE LOADING DOCK6'-8"x7'-5"x6'-10" DUM P S T E R 30"x3 0" SIDE DOOR 1351'-2"BOTTLEFILLER11B 11A 1 2 3A 5A 6 EXISTING BRICK WALLS TO REMAIN NEW INSULATED EXTERIOR WALLS, BRICK, AIR GAP, BARRIER, INSULATION, SHEATHING, 1-1/4 X 3 5/8" METAL STUD FURRED, 5/8" GWB KEY DEMO WALLS GENERAL NOTES NEW GYPSUM WALL BOARD CEILINGS, PRIMED AND PAINTED THROUGHOUT WORK AREA, OTHERS TO REMAIN PAINT INTERIOR SURFACES: WALLS, CEILING, TRIM, DOORS, AND WINDOWS REFINISH EXISTING WOOD FLOORS NEW WALL AT EXISTING BRICK WALL, 1" AIR GAP, 1-1/4 X 3-5/8" METAL STUD FURRING, CLAD WITH 5/8" GWB, INSULATED NEW LOW WALL, 1-1/4 X 3-5/8" METAL STUD WALL, CLAD WITH 5/8" GWB, WOOD CAP NEW FULL HEIGHT, 1-1/4 X 3-5/8" METAL STUD WALL, CLAD WITH WOOD, SOUND INSULATED NEW FULL HEIGHT, 1-1/4 X 3-5/8" METAL STUD WALL, CLAD WITH TILE, SOUND INSULATED NEW FULL HEIGHT, 1-1/4 X 5-1/2" METAL STUD WALL, CLAD WITH 5/8" GWB, SOUND INSULATED 7 NEW FULL HEIGHT, GLASS/GWB WALL WITH 1-1/4 X 3-5/8" METAL STUD SOFFIT CLAD WITH 5/8" GWB 0 8A 9A NEW FULL HEIGHT, GLASS/GWB WALL WITH 4'-0" TALL 1-1/4 X 3-5/8" METAL STUD WALL CLAD WITH 5/8" GWB, WITH SIMILAR SOFFIT ABOVE 9B NEW FULL HEIGHT, GLASS/GWB WALL WITH 1'-6" STUD BASE, SOFFIT CLAD WITH 5/8" GWB, VARYING WIDTH, 1-1/4 X 3-5/8" METAL STUD 5B NEW FULL HEIGHT, 1-1/4 X 3-5/8" METAL STUD WALL, CLAD WITH TILE, SOUND INSULATED 5C NEW FULL HEIGHT, 1-1/4 X 5-1/2" METAL STUD WALL, CLAD WITH TILE, SOUND INSULATED 5D NEW FULL HEIGHT, 1-1/4 X 8" METAL STUD WALL, CLAD WITH TILE, SOUND INSULATED 10 NEW 2" CLOSED-CELL SPRAY FOAM INSULATION OVER EXISTING STONE/MASONRY FOUNDATION, COVERED WITH INTUMESCENT PAINT NEW FULL HEIGHT, 1-1/4 X 3-5/8" METAL STUD WALL, CLAD WITH 5/8" GWB AND WOOD, OVER EXISTING ELEVATOR SHAFT CMU WALLNEW FULL HEIGHT, 7/8" HAT CHANNEL, CLAD WITH 5/8" GWB AND WOOD, OVER EXISTING ELEVATOR SHAFT CMU WALL 4A NEW FULL HEIGHT, 1-1/4 X 3-5/8" METAL STUD WALL, CLAD WITH 5/8" GWB, SOUND INSULATED NEW FULL HEIGHT, GLASS/GWB WALL NEW FULL HEIGHT INFILL AT STAIRWELLS, 1-HR FIRE RATED 1-1/4 X 3-5/8" METAL STUD WALL, CLAD WITH 5/8" GWB, SOUND INSULATED 4B 3B NEW INSULATED EXTERIOR WALLS, BRICK, AIR GAP, BARRIER, INSULATION, SHEATHING, 1-1/4 X 3 5/8" METAL STUD FURRED, 5/8" GWB 8B 13 FIRE BARRIER AT STAIRS, 5/8" GWB, 1-1/2"x3-5/8" METAL STUDS, 3" ACOUSTICAL BATTS 12 NEW 1-1/2 X 4" C-H METAL STUD FURRED, SHAFT WALL HALL 112 GAWITH HALL- FIRST FLOOR PLAN Scale: 1/8" = 1'-0"A101 0 5 10 15 FT NEW WINDOW IN EXISTING, MODIFIED MASONRY OPENING. WINDOW TO MATCH ADJACENT. MODIFY & REPAIR EXISTING PORCH & STAIR TO REMAIN. RENOVATE EXISTING CENTRAL STAIR EXISTING FIREPLACE TO REMAIN. RENOVATE & REUSE. EXISTING FIREPLACE TO REMAIN. RENOVATE & REUSE. RENOVATE & REUSE EXISTING STAIR NEW WALLS, ROOF, & WINDOWS ON EXISTING FOUNDATION WALL ramp up 8"flat entry open abovereception kitchen existing stairs desk GRANITE STEPS landscaped yard BRICKPAVERWALK RAISE EXISTING CONCRETE DOCK PLATFORM TO MATCH LEVEL OF ADJACENT NEW 60" ROLLING OVERHEAD DOOR IN EXIST., EXPANDED M.O. RE-USE EXISTING DOOR 12'-0"BRICK pavers RETAINED BRICK WINDOW OPENINGSexisting staireast south west Ex Ex Ex Ex Ex NNEx Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex printers printers printers tables tables tables ROOF DRAIN LEADER ROOF DRAIN LEADER NEW CONCRETE HOUSEKEEPING PAD FOR NEW HVAC CONDENSERS. SIZE TO BE COORDINATED W/ HVAC CONTRACTOR. TYP. NEW ROOF DRAIN NEW ROOF DRAIN BRICKBRICKBRICK BRICK BRICK BRICK BRICK BRICKBRICKBRICKBRICKREMOVE EXISTING STRUCTURE. KEEP EXISTING STAIRS. INSTALL NEW DRAIN AT FLOOR OF STAIRS 1 A-605 N N N Ex Ex Ex Ex STAIR 5 1 1 1 1 1 1 1 8A 8A 8A 9B 4A 4A 1 0 0 1 A-124 Masonry rebuild33'-10"25'-0"RECYCLE19'-0" 12'-0"New OpeningExisting Opening8A 8A 9B 9B 4A 4A RETAIN FIREPLACE RETAIN FIREPLACE 8A BRICKBRICK WOODWOODMEN 118 MEN 113WOMEN 114 WOMEN 115 HALL 112 JANITOR 116 SUPPLY FOR BASEMENT FURNACES LOUVER IN OPENING UP DN UP UPDN DND NDNRAMP RAMP UP DN DNDNDNPUBLIC ACCESSIBLE ENTRANCE/EXIT PUBLIC ACCESSIBLE ENTRANCE/EXIT PRIVATE ENTRANCE/EXIT PRIVATE ENTRANCE/EXIT PRIVATE ENTRANCE/EXIT PRIVATE ENTRANCE/EXIT PRIVATE ENTRANCE/EXIT EXISTING OPENINGS REMOVE & SAVE SASHES, REINSTALL TRIM TIGHT TO BRICK NEW OPENINGS @ EXISTING CMU INFILL RETAIN EXISTING FENESTRATION & TRIM RETAIN EXISTING FENESTRATION & TRIM ±1'-1 1/2" FACE OF BRICK BELOW 1ST FLOOR LEVEL 1 9B 12 1 12 1 12 1 8A 8A 12 1 1A-125 ALL GLASS IN THIS AREA TO HAVE FROSTED FILM VESTIBULE 101 ENTRY LOBBY 102 CONFERENCE ROOM 103 OPEN OFFICE 104 CORRIDOR 105 MEETING ROOM 106 OPEN OFFICE 107 OFFICE 108 ENTRY HALL 109 ELEVATOR LOBBY 110 OPEN OFFICE 124 PRINTER RM. 120 PRIVATE OFFICE 121 MECH. 117 CLOS. 112A ELEC. CLOS. 119 MEETING ROOM 122 PRIVATE OFFICE 123 SERVER RM. 125 PRODUCTION 126 UTILITY RM. 127 STAIR 4 STAIR 3 STAIR 2 EX. ELEVATOR NEW STEEL (tube)TRELLIS 4x4 STEEL TUBE, TYP NEW BRICK PAVER PATIO ON BRICK CLAD WALLS 12 12 12 12 NEW CMUFINISH FLOOR ELEVATION + 101-5/8" FINISH FLOOR ELEVATION + 103-1/8" FINISH FLOOR ELEVATION + 100'-3/8" FINISH FLOOR ELEVATION 100'-0"BRICK PAVER RAMPUPUPPLANTING STRIPBRICK CLAD WALL W/STONE CAPNEW MECHANICAL DOCK LEVELLER 62'-0 1/8" 1ST & 2ND FLOOR SUPPLY & RETURN FROM BASEMENT 1ST & 2ND FLOOR SUPPLY & RETURN FROM BASEMENT COMBUSTION AIR & EXHAUST FLUE FROM BASEMENT DUCTS CROSS INTO ADDITION AT VARIOUS HEIGHTS. DASHED DUCTS CONTINUE TO SECOND FLOOR. 8' TALL FROSTED GLASS WALL. NO GWB SOFFIT OR KNEE WALL. 2" FURRED WALL FOR ELECTRICALCONDUIT 2ND FLOOR BATHROOM EXHAUST & PLUMBING VENT 1ST FLOOR SUPPLY & RETURN FROM ROOF 8B NEW BRICK STEPS BRICKPAVER WALK TRANSFER GRILLE BENEATH DESK. INFILL BRICK AT EX. WINDOW, REMOVE EX. SILL AND HEADER. 9B 9B9B 1 A-610 8A SILICONE SEALANT BETWEEN GLASS PANELS FOR ACOUSTIC CONTROL GWB WAINSCOTING WITH WOOD SILL TO MATCH ADJACENT WINDOW SILL HEIGHTS 4A AIR SEAL AT EX. DOORS. TROMPE L'OEIL PANELS ON EXTERIOR. INSTALL NEW DOOR IN EXISTING FRAME PRIVATE ENTRANCE/EXIT 8A 8ASILICONE SEALANT FOR ACOUSTIC CONTROL INFILL EXISTING MASONRY OPENING. BRICK TO MATCH ADJACENT. 4A FROSTED FILM EB 1 2 3 4 C D HB.5 E.5 GA 16'-3 7/8"17'-0 7/8"11'-9 5/8"11'-0"6'-6 3/4"4'-5 1/4"11'-0"11'-0"6'-1"11'-11 1/8"9'-2"7'-6 1/2" J S3 S2 S1 SA SB SC SD EA EB EC ED S2.9 S4 S5 S6 1 E2 E111'-0 15/16"5'-9 9/16" A-408 1 3 24 8 A-408 A-408 7 9 3 A-406 THIS STEEL IS NOW INCLUDED IN THE PROJECT OPENINGOPENING GLASS PANEL ON 18" TALL KNEEWALL SEE ELEVATION OPENING OPENING OPENING OPENINGOPENING 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 PROPOSED FIRST FLOOR PLAN A-101 18 18 NEW WAINSCOTING AT EX. DOOR 18 NEW GWB WALL SECTION 18 REDUCE DOOR, ACOUSTIC SEALING 18 REMOVE CHASE, EXPOSE ROOF DRAINS (CAST IRON) 18 REMOVE CHASE, EXPOSE ROOF DRAINS (CAST IRON) REVISED TRASH ENCLOSURE, LOADING DOCK, AND CONDENSOR PAD LAYOUT 18 ADD STOREFRONT 18 REMOVE CLOSET 18 WALL CHANGE 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 PROPOSED SECOND FLOOR PLAN A-102AAAAAAA AA A A A A BBBB BBBB BB BB B 226BBBB206207211210209208 223 BB228 203201212 229printprintprint 1ST & 2ND FLOOR COMBUSTION AIR & EXHAUST FLUE TO ROOF 1ST FLOOR 16x1026x1215x10B C CCCCCCC C C 1A-126 A A A A A A A A BBB BBB BB BB 5'-10"6'-0"216 214219 212 215 218 FURNACE 5 8x10.58x1648x16RET, 2ND35x162ND8x16CONF 227A 4'-4"AAAAAAprint printer counter 222 224 RD 221 printer counter 227 HALL 214 9B 9B 9B 1 8A 1 8A 1 4A 9A 4A 9B 0 0 0 0 0 1 0 1 1 1 1 9A 9A 8A 8A 1 9A 9A 12 12 12 12 12 12 12 12 1 1 1 1 1 1 1 1 1 111 4A 4A 9B EXISTING OPENINGS REMOVE SILL, CUT NEW OPNEING TO FLOOR LEVEL REMOVE SASH & TRIM, TYP. SEE D-203 RAILING IN OPENING AT STAIRWELL REMOVE SASH, REINSTALL TRIM TIGHT TO BRICK. GUARD RAIL IN WINDOW OPENINGS. HALL 214 MEN 220 MEN 215WOMEN 216 WOMEN 217 JANITOR 218 OPEN OFFICE & MEETING 201 PRIVATE OFFICE 205 CORRIDOR 211 PRIVATE W.C. 207A OPEN OFFICE 204 HALL 212 ELEVATOR LOBBY 213 OPEN OFFICE 224 PRIVATE OFFICE 222 MECH. 219 CLOS. 214A ELEC. CLOS. 221 MEETING ROOM 223 CONFERENCE RM. 203 PRIVATE OFFICE 202 PRIVATE OFFICE 206 PRIVATE OFFICE 207 PRIVATE OFFICE 208 PRIVATE OFFICE 209 PRIVATE OFFICE 210 EX. ELEVATOR PRIVATE OFFICE 226 OPEN OFFICE 225 PRIVATE OFFICE 227 FINISH FLOOR ELEVATION + 112-2 1/2" FINISH FLOOR ELEVATION + 112'-2 1/2" FINISH FLOOR ELEVATION + 112'-0 1/4" FINISH FLOOR ELEVATION 111'-11 3/8" 11B 11A 1 2 3A 5A 6 EXISTING BRICK WALLS TO REMAIN NEW INSULATED EXTERIOR WALLS, BRICK, AIR GAP, BARRIER, INSULATION, SHEATHING, 1-1/4 X 3 5/8" METAL STUD FURRED, 5/8" GWB KEY DEMO WALLS GENERAL NOTES NEW GYPSUM WALL BOARD CEILINGS, PRIMED AND PAINTED THROUGHOUT WORK AREA, OTHERS TO REMAIN PAINT INTERIOR SURFACES: WALLS, CEILING, TRIM, DOORS, AND WINDOWS REFINISH EXISTING WOOD FLOORS NEW WALL AT EXISTING BRICK WALL, 1" AIR GAP, 1-1/4 X 3-5/8" METAL STUD FURRING, CLAD WITH 5/8" GWB, INSULATED NEW LOW WALL, 1-1/4 X 3-5/8" METAL STUD WALL, CLAD WITH 5/8" GWB, WOOD CAP NEW FULL HEIGHT, 1-1/4 X 3-5/8" METAL STUD WALL, CLAD WITH WOOD, SOUND INSULATED NEW FULL HEIGHT, 1-1/4 X 3-5/8" METAL STUD WALL, CLAD WITH TILE, SOUND INSULATED NEW FULL HEIGHT, 1-1/4 X 5-1/2" METAL STUD WALL, CLAD WITH 5/8" GWB, SOUND INSULATED 7 NEW FULL HEIGHT, GLASS/GWB WALL WITH 1-1/4 X 3-5/8" METAL STUD SOFFIT CLAD WITH 5/8" GWB 0 8A 9A NEW FULL HEIGHT, GLASS/GWB WALL WITH 4'-0" TALL 1-1/4 X 3-5/8" METAL STUD WALL CLAD WITH 5/8" GWB, WITH SIMILAR SOFFIT ABOVE 9B NEW FULL HEIGHT, GLASS/GWB WALL WITH 1'-6" STUD BASE, SOFFIT CLAD WITH 5/8" GWB, VARYING WIDTH, 1-1/4 X 3-5/8" METAL STUD 5B NEW FULL HEIGHT, 1-1/4 X 3-5/8" METAL STUD WALL, CLAD WITH TILE, SOUND INSULATED 5C NEW FULL HEIGHT, 1-1/4 X 5-1/2" METAL STUD WALL, CLAD WITH TILE, SOUND INSULATED 5D NEW FULL HEIGHT, 1-1/4 X 8" METAL STUD WALL, CLAD WITH TILE, SOUND INSULATED 10 NEW 2" CLOSED-CELL SPRAY FOAM INSULATION OVER EXISTING STONE/MASONRY FOUNDATION, COVERED WITH INTUMESCENT PAINT NEW FULL HEIGHT, 1-1/4 X 3-5/8" METAL STUD WALL, CLAD WITH 5/8" GWB AND WOOD, OVER EXISTING ELEVATOR SHAFT CMU WALL NEW FULL HEIGHT, 7/8" HAT CHANNEL, CLAD WITH 5/8" GWB AND WOOD, OVER EXISTING ELEVATOR SHAFT CMU WALL 4A NEW FULL HEIGHT, 1-1/4 X 3-5/8" METAL STUD WALL, CLAD WITH 5/8" GWB, SOUND INSULATED NEW FULL HEIGHT, GLASS/GWB WALL NEW FULL HEIGHT INFILL AT STAIRWELLS, 1-HR FIRE RATED 1-1/4 X 3-5/8" METAL STUD WALL, CLAD WITH 5/8" GWB, SOUND INSULATED 4B 3B NEW INSULATED EXTERIOR WALLS, BRICK, AIR GAP, BARRIER, INSULATION, SHEATHING, 1-1/4 X 3 5/8" METAL STUD FURRED, 5/8" GWB 8B 13 FIRE BARRIER AT STAIRS, 5/8" GWB, 1-1/2"x3-5/8" METAL STUDS, 3" ACOUSTICAL BATTS 12 NEW 1-1/2 X 4" C-H METAL STUD FURRED, SHAFT WALL 2A-608 2ND FLOOR SUPPLY & RETURN FROM BASEMENT 2ND FLOOR SUPPLY FROM BASEMENT EXHAUST FLUES FROM BASEMENT BOILERS RAILING AT OPENING 1ST & 2ND FLOOR SUPPLY & RETURN FROM ROOFTOP UNITS. 2ND FLOOR BATHROOM EXHAUST & PLUMBING VENTEQ.EQ.11'-3 1/2"5'-1 1/2"12'-6"19'-8"6'-0"3'-0 1/2"6'-0" 7 1/4" 1'-2" 5'-10"6'-0"5'-10"7'-0"3'-4 1/4"10'-0"3'-4 1/4"COUNTER AT RAIL, TYP. EB 1 2 3 4 C D HB.5 E.5 GA 16'-3 7/8"17'-0 7/8"11'-9 5/8"11'-0"6'-6 3/4"4'-5 1/4"11'-0"11'-0"6'-1"11'-11 1/8"9'-2"7'-6 1/2" J E2 E1 S3 S2 SA SB SC SD EA EB EC ED S1 S2.9 0.5 2 A-124 D-205SA.0 2BOTTLEFILLER 4 A-405 A-407 3 1 2 A-406 A-407 2 2 2 2 18 NEW WALL FEATURE, REDUCE STOREFRONT 18 CHANGE TO WALL 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 PROPOSED THIRD FLOOR PLAN A-103 307308309310 313 314 316315 SKYLIGHT1'-6"AAAAUP RD A AA A 327 328 329326 331 332 333330 locker18x2x4x72(6" base)BENCH locker18x2x4x72(6" base)locker18x2x4x72(6" base)locker18x2x4x72(6" base)locker18x2x4x72(6" base)locker18x2x4x72(6" base)305 W/D RD TAPERED INSULATION1/4" PER 12"TAPERED INSULATION1/4" PER 12"RD+10"+6"+8"+4"+2"+6"+8"+4"317306 311 321 319locker18x2x4x72(6" base)BENCHlocker18x2x4x72(6" base)locker18x2x4x72(6" base)locker18x2x4x72(6" base)locker18x2x4x72(6" base)locker18x2x4x72(6" base)323 ref.micro.A C D E HBE.5 G JB.5 A AAAAA 322 303AREA = 1927 sf OCCUPANCY = 385 (ASSEMBLY - STANDING SPACE) EXHAUST FLUES FROM BASEMENT BOILERS 2ND & 1ST FLOOR SUPPLY & RETURN FROM ROOFTOP UNITS. 1ST & 2ND FLOOR COMBUSTION AIR & EXHAUST FLUE TO ROOF 2ND FLOOR 1ST FLOOR 2ND FLOOR BATHROOM EXHAUST AND VENT FURNACE7 8x188x128x10.58x1220sf LOUVER & PLENUM - PER MECHANICALFURNACE8 (ABOVE)6" HALF ROUND COPPER GUTTER A AAAAA BOTTLE FILLING STATION AA AAA A AA AAA A 7'-0"5'-10" 1A-127 RD SAFETY GLASS AT THESE WINDOWS AA A TAPERED INSULATION 1/4" PER 12" TAPERED INSULATION 1/4" PER 12" TAPERED INSULATION 1/4" PER 12" TAPERED INSULATION 1/4" PER 12"48x16RET, 2NDDOWNSPOUT TO ROOF BELOW, TYP.325SAFETY GLASS AT THESE WINDOWS 48" X 30" 48" X 30" UP +20" +20" +20" 0" 0" OFD OVERFLOW SCUPPER OVERFLOW SCUPPEROVERFLOW PARAPET AAAAHDHDHDHDHDHDHDHDHD25'-1"5'-0"5'-0"5'-0"2'-5"6'-1"7'-3"6'-10"2'-6"9'-9"2'-7 1/2"W/D UP UPRAMP +20" +8" RAMP324 8x8x8xGAWITH HALL- THIRD FLOOR PLAN Scale: 1/8" = 1'-0"A103 0 5 10 15 FT NEW CANOPY NEW EPDM LOW-SLOPE ROOFWITH WOOD DECK ON TOP GUARD RAIL REMOVE EXISTING WINDOW. INSTALL NEW FULL GLASS DOOR NEW EPDM LOW-SLOPE ROOF Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex ExExEx Ex Ex Ex ExEx ExEx Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex 1 1 4A 12 1 1 1 1 1 1 1 1 1 1 1 1 1 4A 4A 4A INFILL BOTTOM HALF OF EX. WINDOW 4A 1A-608 Masonry rebuild Masonry rebuild RENOVATE EXISTING CENTRAL STAIR 1 1 2 2 2 BEAM BEAM8x4 A-124 3A-124 1A-607 SIM.open to belowDN DN DN4A 4A 1 9A 1 1 1 12 RAILING POSTS ATTACHED TO CONCRETE DECK, PITCH POCKETS AT ALL EPDM PENETRATIONS, TYP. ROOF DECK 318 OPEN OFFICE 301 OPEN OFFICE 303 FITNESS SPACE 312 FAMILY RM. 317 STAIR 4 STAIR 3 STAIR 2 EX. ELEVATOR OFFICE 302 OFFICE 304 CORRIDOR 305 ELEVATOR LOBBY 306 MEN'S LOCKERS 308 MEN'S LOUNGE 309 W.C. 308A ELEC. CLOS. 307 W.C. 310A WOMEN'S LOCKERS 310 WOMEN'S LOUNGE 311 W.C. 308B W.C. 308B W.C. 308C W.C. 310C W.C. 308D W.C. 310D FURNACE RM. 309A MOP SINK 313 LAUNDRY 314 ACCESSIBLE W.C. 315 CORRIDOR 316 A-40810 12 124A 4A 11B 11A 1 2 3A 5A 6 EXISTING BRICK WALLS TO REMAIN NEW INSULATED EXTERIOR WALLS, BRICK, AIR GAP, BARRIER, INSULATION, SHEATHING, 1-1/4 X 3 5/8" METAL STUD FURRED, 5/8" GWB KEY DEMO WALLS GENERAL NOTES NEW GYPSUM WALL BOARD CEILINGS, PRIMED AND PAINTED THROUGHOUT WORK AREA, OTHERS TO REMAIN PAINT INTERIOR SURFACES: WALLS, CEILING, TRIM, DOORS, AND WINDOWS REFINISH EXISTING WOOD FLOORS NEW WALL AT EXISTING BRICK WALL, 1" AIR GAP, 1-1/4 X 3-5/8" METAL STUD FURRING, CLAD WITH 5/8" GWB, INSULATED NEW LOW WALL, 1-1/4 X 3-5/8" METAL STUD WALL, CLAD WITH 5/8" GWB, WOOD CAP NEW FULL HEIGHT, 1-1/4 X 3-5/8" METAL STUD WALL, CLAD WITH WOOD, SOUND INSULATED NEW FULL HEIGHT, 1-1/4 X 3-5/8" METAL STUD WALL, CLAD WITH TILE, SOUND INSULATED NEW FULL HEIGHT, 1-1/4 X 5-1/2" METAL STUD WALL, CLAD WITH 5/8" GWB, SOUND INSULATED 7 NEW FULL HEIGHT, GLASS/GWB WALL WITH 1-1/4 X 3-5/8" METAL STUD SOFFIT CLAD WITH 5/8" GWB 0 8A 9A NEW FULL HEIGHT, GLASS/GWB WALL WITH 4'-0" TALL 1-1/4 X 3-5/8" METAL STUD WALL CLAD WITH 5/8" GWB, WITH SIMILAR SOFFIT ABOVE 9B NEW FULL HEIGHT, GLASS/GWB WALL WITH 1'-6" STUD BASE, SOFFIT CLAD WITH 5/8" GWB, VARYING WIDTH, 1-1/4 X 3-5/8" METAL STUD 5B NEW FULL HEIGHT, 1-1/4 X 3-5/8" METAL STUD WALL, CLAD WITH TILE, SOUND INSULATED 5C NEW FULL HEIGHT, 1-1/4 X 5-1/2" METAL STUD WALL, CLAD WITH TILE, SOUND INSULATED 5D NEW FULL HEIGHT, 1-1/4 X 8" METAL STUD WALL, CLAD WITH TILE, SOUND INSULATED 10 NEW 2" CLOSED-CELL SPRAY FOAM INSULATION OVER EXISTING STONE/MASONRY FOUNDATION, COVERED WITH INTUMESCENT PAINT NEW FULL HEIGHT, 1-1/4 X 3-5/8" METAL STUD WALL, CLAD WITH 5/8" GWB AND WOOD, OVER EXISTING ELEVATOR SHAFT CMU WALL NEW FULL HEIGHT, 7/8" HAT CHANNEL, CLAD WITH 5/8" GWB AND WOOD, OVER EXISTING ELEVATOR SHAFT CMU WALL 4A NEW FULL HEIGHT, 1-1/4 X 3-5/8" METAL STUD WALL, CLAD WITH 5/8" GWB, SOUND INSULATED NEW FULL HEIGHT, GLASS/GWB WALL NEW FULL HEIGHT INFILL AT STAIRWELLS, 1-HR FIRE RATED 1-1/4 X 3-5/8" METAL STUD WALL, CLAD WITH 5/8" GWB, SOUND INSULATED 4B 3B NEW INSULATED EXTERIOR WALLS, BRICK, AIR GAP, BARRIER, INSULATION, SHEATHING, 1-1/4 X 3 5/8" METAL STUD FURRED, 5/8" GWB 8B 13 FIRE BARRIER AT STAIRS, 5/8" GWB, 1-1/2"x3-5/8" METAL STUDS, 3" ACOUSTICAL BATTS 12 NEW 1-1/2 X 4" C-H METAL STUD FURRED, SHAFT WALL Ex Ex 13 13 EB 1 2 3 4 C D HB.5 E.5 GA 16'-3 7/8"17'-0 7/8"11'-9 5/8"11'-0"6'-6 3/4"4'-5 1/4"11'-0"11'-0"6'-1"11'-11 1/8"9'-2"7'-6 1/2" J E2 E1 S3 S2 SA SB SC SD EA EB EC EDSA.0 S1 S2.9 3 33'- 4 1/2" 26'-0 3/4" MI N . 1 A-406 78' - 2 " DI A G O N A L DI S T A N C E 18 REMOVE STOREFRONT, RETAIN SOFFIT 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 PROPOSED ROOF PLAN A-104 AREA = 1927 sfOCCUPANCY = 385 (ASSEMBLY - STANDING SPACE) COMBUSTION AIR & FLUES FROM FURNACES ON FLOORS 1-3 ERV IN ATTICBATHROOM EXHAUST FAN IN ATTIC EXISTING ROOF HATCH EXISTING FLAT ROOF ROOF DECK OVER NEW EPDM FLAT ROOF COMBUSTION AIR & FLUE FROM BASEMENT FURNACES ENTRY ROOF WITH SUPPORT RODS/CABLES. NEW STANDING SEAM METAL ROOF NEW STANDING SEAM METAL ROOF EXISTING ASPHALT SHINGLE ROOF EXISTING ASPHALT SHINGLE ROOF EXISTING ASPHALT SHINGLE ROOF SKYLIGHTLADDER RTU ON CURB ROOFED ENCLOSURE OVER DUCTS DUCTS RUN ABOVE EX. ROOF UNTIL ABLE TO PASS THROUGH ROOF INTO SPACE ABOVE CORRIDOR REMOVE ROOFING AND FRAMING IN THIS AREA FOR DUCT PASSAGE THROUGH ROOF PLANE DUCTS IN SPACE ABOVE CORRIDOR 3'-0 3/8" MIN. RAILING ROOF TOP UNIT FOR 2ND & 3RD ROOF DECK OVER NEW EPDM FLAT ROOF EB 1 2 3 4 C D HB.5 E.5 GA 16'-3 7/8"17'-0 7/8"11'-9 5/8"11'-0"6'-6 3/4"4'-5 1/4"11'-0"11'-0"6'-1"11'-11 1/8"9'-2"7'-6 1/2" J E2 E1 S3 S2 SA SB SC SD EA EB EC EDSA.0 S1 S2.9 3 33'- 4 1/2" 26'-0 3/4" MI N . R 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 EXISTING BRICK WALLS TO REMAIN NEW 2X4 FURRED, INSULATED EXTERIOR WALLS KEY DEMO WALLS GENERAL NOTES NEW GYPSUM WALL BOARD CEILINGS, PRIMED AND PAINTED THROUGHOUT WORK AREA, OTHERS TO REMAIN PAINT INTERIOR SURFACES: WALLS, CEILING, TRIM, DOORS, AND WINDOWS REFINISH EXISTING WOOD FLOORS NEW 2X4 FURRED, WAINSCOTING. CLAD WITH 5/8" GWB- ALIGN WOOD CAP WITH WINDOW SILL NEW FULL HEIGHT, 1 1/2 X 3 5/8" METAL STUD WALL, CLAD WITH 5/8" GWB, INSULATED NEW LOW WALL, 1 1/2 X 3 5/8" METAL STUD WALL, CLAD WITH 5/8" GWB EXISTING EXTERIOR BRICK WALL NEW FULL HEIGHT, 1 1/2 X 3 5/8" METAL STUD WALL, CLAD WITH WOOD, INSULATED NEW FULL HEIGHT, 1 1/2 X 3 5/8" METAL STUD WALL, CLAD WITH TILE, INSULATED NEW FULL HEIGHT, 1 1/2 X 3 5/8" METAL STUD WALL, CLAD WITH 5/8" GWB, NO INSULATION BASEMENT REFLECTED CEILING PLAN A-110 EXISTING GAS ENTRY TO BE RELOCATEDFCUFCU 1ST & 2ND FLOOR SUPPLY & RETURN FROM BASEMENT 1ST & 2ND FLOORSUPPLY & RETURN FROM BASEMENT 48x1635x1635x168x16 26x1215x1018x1022x1216x1018x1015x10 2ND FLOOR SUPPLY FILL OPENING AT HATCH DUCTS TO FIRST & SECOND FLOORS IN ADDITION, TIGHT TO FOUNDATION WALL FILL OPENING AT HATCH FURNACE 1 COMBUSTION EXHAUST FLUE FROM BASEMENT COMBUSTION AIR FLUE FROM BASEMENT F2 EXHAUST F2 AIR F1 AIR F2 EXHAUST BOILER VENT FURNACE2BOILER VENT (4) CONDENSOR LINES 5 1/2"10'-6 1/2"11'-0"11'-0"11'-0"9'-2 1/4"9'-2 1/4"8'-10 3/4"9'-10"10'-9 1/4"9'-10"9'-0 5/8"8'-3 1/8"3'-5 1/2"4'-7 1/8"4'-3 11/16"5'-1 3/4" EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT SK-08 EB 1 2 3 4 C D HB.5 E.5 GA 16'-3 7/8"17'-0 7/8"11'-9 5/8"11'-0"6'-6 3/4"4'-5 1/4"11'-0"11'-0"6'-1"11'-11 1/8"9'-2"7'-6 1/2" JJ E2 E1 S3 S2 S1 SA SB SC SD EA EB EC ED S2.9 8'-3 3/4"001 002003004 006 18 ADD FIXTURES 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 FIRST FLOOR REFLECTED CEILING PLAN A-111 FURNACE 5 8x10.58x1626x1215x1018x1022x1216x1018x1026x1215x1018x1026x1215x1018x1048x16RET, 2ND35x162ND35x162ND8x16CONF wall E X I S T I NG T R AN S FO RM ER EX I S T I N G TR A N S F O R M E R 6'-0" x 5'-0"DOCKLEVELLER NEW CONCRETE LOADING DOCK6'-8"x7'-5"x6'-10" DUMP S T E R 30"x3 0" SIDE DOOR P5 P5 P4 P4T.1 12'P4 P4T.1 12'P4 P4T.1 12'P4 P4T.1 12'P4 P4T.1 12'P4 P4T.1 12'P4 P4 T.1 8'P 6W.3W.3W.3W.3P.1, 8'OPEN ATRIUM TO 2ND FLOOR EF EF EFEF R.1 R.1 R.1 R.1 R.1 R.1 GWB CEILING AT VESTIBULE COVECOVES.1, 4'COVES.1, 6'COVES.1, 4'-6"COVECOVES.1, 9'6'COVE COVEC2 C2 C2C2 C1 R.2 C2 C2 HOOD P.1, 16' P.1, 16' COVES.1, 28'S.1, 6'S.1, 6'S.1, 6'S.1, 4'-6"HD HD HD HD EXIT EXIT EXIT EXITEXITEXIT EXIT EXIT EM EMEM EM EM EM EMEM EMEMEMEMEXIT EM EMEM EM HS KNOXBOX RED STROBE HS HS HS HS S SS S HS EXIT P.1, 8'P.1, 8'W.3W.3W.3W.3W.2 P 6 P 6 EMGWB DECORATIVE METAL PANELS AT EXTERIOR AWNING CEILING. PROVIDE MATCHING FASCIA. ALUMINUM TRUSS TRELLIS FOR AWNINGS BY OTHERS, TYP. S.6 S.6 S.6 S.6 EXISTING LIGHT W.4 S.2 EMERGENCY LIGHTS HORN STROBE EXIT/ EMERGENCY COMBO STROBE SMOKE DETECTOR SWITCH PULL EXIT EM HS SMOKE S CAMERA EXIT EXIT-EDGE LIT PULL STATION FIRE ALARM KNOXBOX RED STROBE FIREALARM PANEL EMERGENCY EGRESS HVAC CEILING AIR DIFFUSER - USE LOW PROFILE FLUSH DIFFUSER GRILLES ON SPIRAL DUCT D SWITCH, DIMMER DATA PHONE DATA ETHERNET OUTLET OUTLET, QUAD4 WIRING SECURITY CAMERA EXHAUST FAN PD FLOOR OUTLET DOMECAMERA CEILING MOUNTEDDOME CAMERA SECURITY LIGHTING: BY GC ACOUSTICAL CEILING PANEL,PAINTED, ATTACHED TO CELINGON STRAPPING. HANG BELOWEXISTING CONDUIT HEAT DETECTORHEAT F2 3X4 ACOUSTICCEILING PANEL HD ANNUNCIATORPANEL FIRE ALARM R.1 W.2 R.2 C1 P3 P4 C2 P5 S.3 P 6 P.1, 16' P.1, 4'P.1, 8' LT 1COVE EF P.1, 10' S.4 S.5 R.3 S.6 C5C6 P.1, 12' LIGHTING: BY OWNER HAND DRYER IKEA RAILROAD STRING LIGHTS S.6 W.3 S.1COVE 2-CIRCUIT TRACK WITH HEADS & PENDANT FIXTURES AS INDICATED(TRACK LENGTH IN FEET) T.1 6' F.1W.5 W6 F1 FAN, NO LIGHT P.1, 8'P.1, 8'C1 R.2 RESIDENTIALKITCHENHOOD HOODEXHAUST GWB SOFFIT CONCEALING MAIN DUCTEM EMEM EM HS HS EMS.1, COVE GWB SOFFITP.1, 12' P.1, 12' P.1, 12' P.1, 12' P.1, 12' P.1, 12' S.1, COVE P4P4 EXIT S.1, COVE GWB GWB GWB GWB GWB GWB ±10'-7" AFF GWBGWB GWB GAWITH HALL- FIRST FLOOR RCP Scale: 1/8" = 1'-0"A101 DRAFT CURTAIN AT DOOROPENING, MIN. 18" BELOW ADJACENT CEILING DRAFT CURTAIN, MIN. 18" BELOW ADJACENT CEILING OPEN TO ABOVER.2 R.2 W.5 W.5 W.5 W.5 W.5 W.2W.2W.2W.2W.2W.2 EM R.2 R.2 R.2 R.2 P4 P4 P4 P4 P4 R.2 R.2 W.2P5P5P5P548x16RET, 2ND35x162ND8x16CONF GWB SOFFIT EM GWB SOFFIT GWB SOFFIT GWB SOFFITGWB SOFFIT GWB ±10'-7" AFF GWB ±10'-7" AFF GWB ±10'-7" AFF GWB ±11'-0" AFF GWB9'-0" AFF GWB ±10'-9" AFF GWB GWB ±11'-0" AFF GWB ±11'-0" AFF WOOD PLANK PANELS WITH SOUND ATTENUATION BATTS, TYP. EXPOSED STEEL FRAMING AND DECK, TYP. PRIMED & PAINTED, TYP.P 6P 6P 6P4 P4T.1 12'P4 T.1 8'STEEL COLUMNS AND BEAMS BY G.C. truss truss truss truss truss truss T.1 6'T.1 6' P4 P4T.1 12'P4 T.1 8'P4 P4 F.1 P.1, 16' BELOW CAB LIGHT LT2, 6'LT2, 18"C1 C1 R.2 R.2 P.1, 8'P.1, 8'P.1, 8'P.1, 8'P.1, 8'P.1, 8'P.1, 8'R.2 R.2 R.2 R.2 P4 P4T.1 12'P4 P4 T.1 8'LT2, 2' LT2, 2'P.1, 8'P.1, 8'P.1, 8'P.1, 8'P.1, 8'P4 EXITHS EXITEXIT EXIT EXPOSED OVAL DUCTF 2 GWB ±10'-10" AFF W6 W6 W.5DIMMABLE SCONCES @ PATIO GWB SOFFIT ABOVE STOREFRONT ±24" WIDE GWB SOFFIT ABOVE STOREFRONT P4 P4 F 2 EB 1 2 3 4 C D HB.5 E.5 GA 16'-3 7/8"17'-0 7/8"11'-9 5/8"11'-0"6'-6 3/4"4'-5 1/4"11'-0"11'-0"6'-1"11'-11 1/8"9'-2"7'-6 1/2" J S3 S2 S1 SA SB SC SD EA EB EC ED S2.9 S4 S5 S6 1 E2 E1 CABLE RACKS CEILINGCASSETTE 4'-8"6'-2 1/2"5'-2"SOFFIT,TIGHT TODUCT 2'-10"3'-8"8'-0" SOFFITS BELOW THE SHEETROCK CEILING ALL FINISH CEILING AND SOFFIT HEIGHTS TO BE VERIFIED IN THE FIELD. NOTE: 18 ADD FIXTURE 18CHANGE FIXTURE 18CHANGE FIXTURE 18 CHANGE FIXTURES 18 ADD CLG FANS 18 REMOVE DUCTS & SOFFITS - CLG STEPS AT STEEL BEAM. ADD EXPOSED OVAL DUCT. REMOVE CLOSET 18 ADD FIXTURE 18ADD SOFFIT 18CHANGE RECESSED TO PENDANT FIXTURES 18 CHANGE ALL 10' PENDANTS TO 8' PENDANTS 18 CHANGE ALL 10' PENDANTS TO 8' PENDANTS 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 FIRST FLOOR REFLECTED CEILING PLAN PROPOSED DUCTWORK A-111-ADDFURNACE 5 8x10.58x16DDDD E EEEEEEE 48x16RET, 2ND35x162ND35x162ND8x16CONF wall E X I S T I NG T R AN S FO RM ER EX I S T I N G TR A N S F O R M E R 6'-0" x 5'-0"DOCKLEVELLER NEW CONCRETE LOADING DOCK6'-8"x7'-5"x6'-10" DUMP S T E R 30"x3 0" SIDE DOOR OPEN ATRIUM TO 2ND FLOOR mini split GWB CEILING AT VESTIBULE mini split mini splitACOUSTIC LINED DUCTS TYP. GWB DECORATIVE METAL PANELS AT EXTERIOR AWNING CEILING. PROVIDE MATCHING FASCIA. ALUMINUM TRUSS TRELLIS FOR AWNINGS BY OTHERS, TYP. EXISTING LIGHT RESIDENTIALKITCHENHOOD HOODEXHAUST EXPOSED OVAL DUCT GWB GWB GWB EXPOSED OVAL DUCT GWB GWB GWB ±10'-7" AFF mini split GWBGWB GWB EXPOSED OVAL DUCT TYP.EXPOSED OVAL DUCT TYP.EX FA COMBUSTION AIR & EXHAUST FLUE FROM BASEMENT GAWITH HALL- FIRST FLOOR RCP Scale: 1/8" = 1'-0"A101 DRAFT CURTAIN AT DOOROPENING, MIN. 18" BELOW ADJACENT CEILING DRAFT CURTAIN, MIN. 18" BELOW ADJACENT CEILING OPEN TO ABOVESOFFIT AT EX. W16X STEEL BEAM GWB SOFFIT ATEXISTING BEAM GWB SOFFIT AT EXISTING BEAM 48x16RET, 2ND35x162ND8x16CONF GWB ±10'-7" AFF GWB ±10'-7" AFF GWB ±10'-7" AFF GWB ±11'-0" AFF GWB9'-0" AFF GWB ±10'-9" AFF GWB GWB ±11'-0" AFF GWB ±11'-0" AFF WOOD PLANK PANELS WITH SOUND ATTENUATION BATTS, TYP. EXPOSED STEEL FRAMING AND DECK, TYP. PRIMED & PAINTED, TYP. STEEL COLUMNS AND BEAMS BY G.C. truss truss truss truss truss truss EXPOSED OVAL DUCTGWB ±10'-10" AFF DIMMABLE SCONCES @ PATIO GWB SOFFIT ABOVE STOREFRONT ±24" WIDE GWB SOFFIT ABOVE STOREFRONT EB 1 2 3 4 C D HB.5 E.5 GA 16'-3 7/8"17'-0 7/8"11'-9 5/8"11'-0"6'-6 3/4"4'-5 1/4"11'-0"11'-0"6'-1"11'-11 1/8"9'-2"7'-6 1/2" J S3 S2 S1 SA SB SC SD EA EB EC ED S2.9 S4 S5 S6 1 E2 E1 SOFFITS BELOW THE SHEETROCK CEILING ALL FINISH CEILING AND SOFFIT HEIGHTS TO BE VERIFIED IN THE FIELD. NOTE: 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 SECOND FLOOR REFLECTED CEILING PLAN A-112 1ST & 2ND FLOOR COMBUSTION AIR & EXHAUST FLUE TO ROOF 1ST FLOOR 16x1026x1215x101A-126 FURNACE 5 8x10.58x1648x16RET, 2ND35x162ND8x16CONF RDP.1, 10' P.1, 10' P.1, 8'P.1, 8'P.1, 8'P.1, 8'P.1, 8'P.1, 8'P.1, 8'P.1, 8'P.1, 8'P.1, 8'35x16P.1, 8' R.2 EXITEXIT EMEM EMEM EM EM EM EMEXIT EM EM EM HS HS HS HS HS EF EFEF COVECOVES.1, 4'COVES.1, 6'COVES.1, 9'6'COVE COVEC1 COVELT1, 28'S.1, 6'S.1, 6'S.1, 6'S.1, 4'-6"HD HD HDEM HS SS S EXITP 6 P 6 P.1, 16' GWBGWB GWB GWB P4P4S.5 R.2 EM C2 C2 C2C2 C2 C2 P.1, 16'P.1, 16'P.1, 16' P.1, 16'P.1, 16'P.1, 4' P4 P4 P4 P4 P4 P4 P4 P4 P4 P4 EXIT EMGWB 11'-4 3/4" AFF W.4 S.2 EMERGENCY LIGHTS HORN STROBE EXIT/ EMERGENCY COMBO STROBE SMOKE DETECTOR SWITCH PULL EXIT EM HS SMOKE S CAMERA EXIT EXIT-EDGE LIT PULL STATION FIRE ALARM KNOXBOX RED STROBE FIREALARM PANEL EMERGENCY EGRESS HVAC CEILING AIR DIFFUSER - USE LOW PROFILE FLUSH DIFFUSER GRILLES ON SPIRAL DUCT D SWITCH, DIMMER DATA PHONE DATA ETHERNET OUTLET OUTLET, QUAD4 WIRING SECURITY CAMERA EXHAUST FAN PD FLOOR OUTLET DOMECAMERA CEILING MOUNTEDDOME CAMERA SECURITY LIGHTING: BY GC ACOUSTICAL CEILING PANEL,PAINTED, ATTACHED TO CELING ON STRAPPING. HANG BELOWEXISTING CONDUIT HEAT DETECTORHEAT F2 3X4 ACOUSTICCEILING PANEL HD ANNUNCIATORPANEL FIRE ALARM R.1 W.2 R.2 C1 P3 P4 C2 P5 S.3 P 6 P.1, 16' P.1, 4'P.1, 8' LT 1COVE EF P.1, 10' S.4 S.5 R.3 S.6 C5C6 P.1, 12' LIGHTING: BY OWNER HAND DRYER IKEA RAILROAD STRING LIGHTS S.6 W.3 S.1COVE 2-CIRCUIT TRACK WITH HEADS &PENDANT FIXTURES AS INDICATED(TRACK LENGTH IN FEET) T.1 6' F.1W.5 W6 F1 FAN, NO LIGHT P.1, 8' C1 R.2 P.1, 12' P.1, 12' P.1, 12' P.1, 12' P.1, 12' P.1, 8'EMEFLT1, 4'-6"COVECOVEHDS P4P4 EXIT GWB SOFFIT CONCEALING MAIN DUCTP.1, 8'P.1, 8'EMHSP.1, 16'EXITS.1, COVE GWB GWB GWB GWB COVELT1, 12'GAWITH HALL- SECOND FLOOR RCP Scale: 1/8" = 1'-0"A102 DRAFT CURTAIN, MIN. 18" BELOW ADJACENT CEILING DRAFT CURTAIN AT WINDOWOPENINGS, MIN. 18" BELOW ADJACENT CEILINGOPEN TO ABOVE15x10R.2 R.2 R.2 R.2 P4 P4 P4 P4 P4 R.2 R.2 R.2 R.2 P4P4 P.1, 16'P.1, 16' P.1, 16' P.1, 16' 2ND FLOOR 8x10.58x12GWB SOFFIT GWB SOFFIT GWB SOFFIT GWB SOFFIT GWB SOFFIT GWB SOFFIT GWB SOFFIT GWB SOFFITGWB ±9'-9" AFF GWB ±10'-5" AFF GWB9'-0" AFF GWB ±10'-5" AFF GWB ±10'-5" AFF GWB ±9'-9" AFF GWB ±9'-9" AFF GWB ±9'-9" AFF GWB ±9'-9" AFF GWB ±9'-9" AFF GWB ±9'-9" AFF GWB ±9'-11" AFF GWB ±9'-9" AFF GWB ±9'-9" AFF WOOD PANELS WITH SOUND ATTENUATION BATTS, TYP. GWB GWBGWB WOOD PANELS WITH SOUND ATTENUATION BATTS, TYP. P.2, 12' P 6 GWB GWB SOFFITGWB SOFFITGWB SOFFIT GWB SOFFITP.1, 16'P.1, 8'P.1, 8'P.1, 8'P.1, 8'P.1, 16' P.1, 16'P.1, 8'W.4W.4W.4W.4W.4W.4W.4W.4 W.4 W.4 W.4 W.4W.4W.4GWB ±8'-4" AFF P.2, 12' GWB P4 P4 W.4 EB 1 2 3 4 C D HB.5 E.5 GA 16'-3 7/8"17'-0 7/8"11'-9 5/8"11'-0"6'-6 3/4"4'-5 1/4"11'-0"11'-0"6'-1"11'-11 1/8"9'-2"7'-6 1/2" J E2 E1 S3 S2 SA SB SC SD EA EB EC ED S1 S2.9 0.5 2 A-124 SA.0 2BOTTLEFILLER SOFFITS BELOW THE SHEETROCK CEILING ALL FINISH CEILING AND SOFFIT HEIGHTS TO BE VERIFIED IN THE FIELD. NOTE: 18 ADD FIXTURES 18 ALT FIXTURES 18 ADD FIXTURES 18 NEW CEILING FEATURE, ALT FIXTURES 18CHANGE RECESSED TO PENDANT FIXTURES CHANGE ALL 10' PENDANTS TO 8' PENDANTS CHANGE ALL 10' PENDANTS TO 8' PENDANTS 18 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 SECOND FLOOR REFLECTED CEILING PLAN PROPOSED DUCTWORK A-112-ABBBBBB1ST & 2ND FLOOR COMBUSTION AIR & EXHAUST FLUE TO ROOF 1ST FLOOR 16x1026x1215x10B C CCCCCCC C C FURNACE 5 8x10.58x1648x16RET, 2ND35x162ND8x16CONF 4'-4" RD35x16 mini splitmini split ACOUSTIC LINED DUCTS TYP. GWBGWB GWB GWB GWB 11'-4 3/4" AFF GWB GWB GWB GWB EXPOSED OVAL DUCT TYP.EXPOSED OVAL DUCT TYP.EXPOSED OVAL DUCT TYP.2ND FLOOR BATHROOM EXHAUST GAWITH HALL- SECOND FLOOR RCP Scale: 1/8" = 1'-0"A102 DRAFT CURTAIN, MIN. 18" BELOW ADJACENT CEILING DRAFT CURTAIN AT WINDOWOPENINGS, MIN. 18" BELOW ADJACENT CEILING 15x102ND FLOOR 8x10.58x12GWB ±9'-9" AFF GWB ±10'-5" AFF GWB9'-0" AFF GWB ±10'-5" AFF GWB ±10'-5" AFF GWB ±9'-9" AFF GWB ±9'-9" AFF GWB ±9'-9" AFF GWB ±9'-9" AFF GWB ±9'-9" AFF GWB ±9'-9" AFF GWB ±9'-11" AFF GWB ±9'-9" AFF GWB ±9'-9" AFF WOOD PANELS WITH SOUND ATTENUATION BATTS, TYP. GWB GWBGWB WOOD PANELS WITH SOUND ATTENUATION BATTS, TYP. GWB ABOVECEILINGABOVECEILINGSOFFITSOFFITGWB ±8'-4" AFF GWB EB 1 2 3 4 C D HB.5 E.5 GA 16'-3 7/8"17'-0 7/8"11'-9 5/8"11'-0"6'-6 3/4"4'-5 1/4"11'-0"11'-0"6'-1"11'-11 1/8"9'-2"7'-6 1/2" J E2 E1 S3 S2 SA SB SC SD EA EB EC ED S1 S2.9 0.5 SA.0 2 9'-11"8'-11 5/8"SOFFITS BELOW THE SHEETROCK CEILING ALL FINISH CEILING AND SOFFIT HEIGHTS TO BE VERIFIED IN THE FIELD. NOTE: 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 THIRD FLOOR REFLECTED CEILING PLAN A-113SKYLIGHTUP RD RD TAPERED INSULATION1/4" PER 12"TAPERED INSULATION1/4" PER 12"RD+10"+6"+8"+4"+2"+6"+8"+4"A AAAAA AREA = 1927 sf OCCUPANCY = 385 (ASSEMBLY - STANDING SPACE) FURNACE 7 8x188x128x10.58x12FURNACE8 (ABOVE)A AAAAA RD AA A TAPERED INSULATION1/4" PER 12"TAPERED INSULATION1/4" PER 12" TAPERED INSULATION 1/4" PER 12" TAPERED INSULATION 1/4" PER 12"48x16RET, 2NDDOWNSPOUT TO ROOF BELOW, TYP. OFD UP UPGWB SOFFIT ACT LT 1COVE LT 1COVE LT 1COVEROOF TOP HVAC UNIT WOOD PLANKS CEILING AT CLERESTORY R.4 R.4 P3 W.2W.5W.5W.5 W.5 S.2P.1, 8' R.2R.2R.2 R.3 R.3 R.3R.3 R.2R.2R.2 S.5S.5R.3 R.3 R.3R.3 EXIT EXITEMEM EM EMEM EMEM EM EM EM EF EF EF EF HS S SSS S SSS HS HS HS HS HS HSW.2W.2W.2W.2C2 C2 C2C2 C2 C2 LT 1COVELT 1COVE LT 1COVE C5C5C5C5C5C5C5C5C5C5C6 C6 C6 C6 C6 C2 C2 ACT GWB GWB ±11'-8" AFF GWB GWB GWB GWB GWB GWB W.4 S.2 EMERGENCY LIGHTS HORN STROBE EXIT/ EMERGENCY COMBO STROBE SMOKE DETECTOR SWITCH PULL EXIT EM HS SMOKE S CAMERA EXIT EXIT-EDGE LIT PULL STATION FIRE ALARM KNOXBOX RED STROBE FIREALARM PANEL EMERGENCY EGRESS HVAC CEILING AIR DIFFUSER - USE LOW PROFILE FLUSH DIFFUSER GRILLES ON SPIRAL DUCT D SWITCH, DIMMER DATA PHONE DATA ETHERNET OUTLET OUTLET, QUAD4 WIRING SECURITY CAMERA EXHAUST FAN PD FLOOR OUTLET DOMECAMERA CEILING MOUNTEDDOME CAMERA SECURITY LIGHTING: BY GC ACOUSTICAL CEILING PANEL,PAINTED, ATTACHED TO CELINGON STRAPPING. HANG BELOWEXISTING CONDUIT HEAT DETECTORHEAT F2 3X4 ACOUSTICCEILING PANEL HD ANNUNCIATORPANEL FIRE ALARM R.1 W.2 R.2 C1 P3 P4 C2 P5 S.3 P 6 P.1, 16' P.1, 4'P.1, 8' LT 1COVE EF P.1, 10' S.4 S.5 R.3 S.6 C5C6 P.1, 12' LIGHTING: BY OWNER HAND DRYER IKEA RAILROAD STRING LIGHTS S.6 W.3 S.1COVE 2-CIRCUIT TRACK WITH HEADS &PENDANT FIXTURES AS INDICATED(TRACK LENGTH IN FEET) T.1 6' F.1W.5 W6 F1 FAN, NO LIGHT EXITEXIT EXIT EXIT EXIT EXIT EXITEM EM EMC1 C1 GWB GWBGWBBELOW SHELVESLT1, 5'LT 1COVELT 1COVE LT 1COVE LT 1COVELT 1 COVE LT 1 COVE GWB±9'-5" AFF GWB ±11'-8" AFF GWB ±11'-8" AFF GWB ±10'-11" AFF GWB S.4 S.4 W.5W.5W.5 W.5S.2 S.2S.2EX FA EX FA GAWITH HALL- THIRD FLOOR RCP Scale: 1/8" = 1'-0"A103 GWBLT 1COVES.5S.5S.2 S.5S.5S.2 S.5S.5S.2 EF EF EF EF GWB GWB ±9'-5" AFF P.1, 12' P.1, 12' P.1, 12' P.1, 12' P.1, 12' P.1, 12' R.4FURNACE8 P 6 P 6 P 6 P 6 P 6 F1 P3LT 1COVELT 1COVE LT 1COVE LT 1COVEGWB SOFFIT AT STEEL BEAM P3P3 GWB GWB GWB GWB GWB GWBGWB WOOD GWB SOFFIT AT STEEL BEAM GWB SOFFIT AT STEEL BEAM GWB SOFFIT GWB SOFFIT GWB SOFFIT F1 P 6 P 6 F1 WOOD PLANKS WOOD PLANKS P 6 P 6P 6 EXIT WOODWOOD WOOD WOOD WOOD P3 P3 P3P3 EXIT EM EM S.2S.2C5C5C5C5C5C5C5C5C5C5C5C5C5C5GWB ±10'-11" AFF GWB ±10'-11" AFF GWB ±10'-11" AFF GWB ±10'-11" AFF GWB ±10'-11" AFF GWB ±10'-11" AFF GWB ±10'-11" AFF GWB ±10'-11" AFF GWB ALIGN TO BOTTOM OF COVE GWB ±9'-0" AFF MRGWB±8'-9"AFF,TYP. MRGWB ±7'-9" AFF,TYP. MRGWB±8'-9"AFF, TYP. MRGWB ±7'-9"AFF,TYP. GWB ±12'-0" AFF GWB ±12'-0" AFF GWB ±9'-0" AFF GWB ±8'-11" AFF SOFFITS @ GRIDLINES EB & EC W.4 W.5 W.5 SCONCES @ ROOF DECK TO BE DIMMABLE EB 1 2 3 4 C D HB.5 E.5 GA 16'-3 7/8"17'-0 7/8"11'-9 5/8"11'-0"6'-6 3/4"4'-5 1/4"11'-0"11'-0"6'-1"11'-11 1/8"9'-2"7'-6 1/2" J E2 E1 S3 S2 SA SB SC SD EA EB EC EDSA.0 S1 S2.9 3 SOFFITS BELOW THE SHEETROCK CEILING ALL FINISH CEILING AND SOFFIT HEIGHTS TO BE VERIFIED IN THE FIELD. NOTE: 18 CEILING HEIGHTS ADJUSTED AT TOWERS, BATHROOMS & SHOWER ROOMS, ELEVATOR LOBBY & STAIR 18 ADD TWO SOFFITS 18 ALT FIXTURES 18 ALT FIXTURES 18 ADD FIXTURE 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 THIRD FLOOR REFLECTED CEILING PLAN A-113-ASKYLIGHT1'-6" UP RD RD TAPERED INSULATION1/4" PER 12"TAPERED INSULATION1/4" PER 12"RD+10"+6"+8"+4"+2"+6"+8"+4"A AAAAA AREA = 1927 sf OCCUPANCY = 385 (ASSEMBLY - STANDING SPACE) EXHAUST FLUES FROM BASEMENT BOILERS 2ND & 1ST FLOOR SUPPLY & RETURN FROM ROOFTOP UNITS. 1ST & 2ND FLOOR COMBUSTION AIR & EXHAUST FLUE TO ROOF 2ND FLOOR 1ST FLOOR 2ND FLOOR BATHROOM EXHAUST AND VENT FURNACE 7 8x188x128x10.58x1220sf LOUVER & PLENUM - PER MECHANICALFURNACE8 (ABOVE)A AAAAA RD AA A TAPERED INSULATION1/4" PER 12"TAPERED INSULATION1/4" PER 12" TAPERED INSULATION 1/4" PER 12" TAPERED INSULATION 1/4" PER 12"48x16RET, 2NDDOWNSPOUT TO ROOF BELOW, TYP. OFD 25'-1"5'-0"5'-0"5'-0"2'-5"6'-1"7'-3"6'-10"2'-6"9'-9"2'-7 1/2"UP UPGWB SOFFIT ACT ROOF TOP HVAC UNIT WOOD PLANKS CEILING AT CLERESTORY ACT GWB GWB ±11'-8" AFF GWB GWB GWB GWB GWB GWB GWB GWBGWBGWB±9'-5" AFF GWB ±11'-8" AFF GWB ±11'-8" AFF GWB ±10'-11" AFF GWB EX FA EX FA COMBUSTION AIR & EXHAUST FLUE, SUPPLY & EXHAUST TO ROOF GAWITH HALL- THIRD FLOOR RCP Scale: 1/8" = 1'-0"A103 GWBGWB ±9'-5" AFFFURNACE8GWB SOFFIT AT STEEL BEAM GWB SOFFIT AT STEEL BEAM GWB SOFFIT AT STEEL BEAM GWB SOFFIT GWB SOFFIT GWB SOFFIT GWB ±10'-11" AFF GWB ±10'-11" AFF GWB ±10'-11" AFF GWB ±10'-11" AFF GWB ±10'-11" AFF GWB ±10'-11" AFF GWB ±10'-11" AFF GWB ±10'-11" AFF GWB ALIGN TO BOTTOM OF COVE GWB ±9'-0" AFF MRGWB±8'-9"AFF,TYP. MRGWB ±7'-9" AFF,TYP. MRGWB±8'-9"AFF, TYP. MRGWB ±7'-9"AFF,TYP. GWB ±12'-0" AFF GWB ±12'-0" AFF GWB ±9'-0" AFF GWB ±8'-11" AFF SOFFITS @ GRIDLINES EB & EC W.5 SCONCES @ ROOF DECK TO BE DIMMABLE EB 1 2 3 4 C D HB.5 E.5 GA 16'-3 7/8"17'-0 7/8"11'-9 5/8"11'-0"6'-6 3/4"4'-5 1/4"11'-0"11'-0"6'-1"11'-11 1/8"9'-2"7'-6 1/2" J E2 E1 S3 S2 SA SB SC SD EA EB EC EDSA.0 S1 S2.9 3 33'- 4 1/2" 26'- 0 3/4" MIN . SOFFITS BELOW THE SHEETROCK CEILING ALL FINISH CEILING AND SOFFIT HEIGHTS TO BE VERIFIED IN THE FIELD. NOTE: 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 BASEMENT FINISH PLAN A-120 EXISTING GAS ENTRY TO BE RELOCATEDFCUFCU48x1635x1635x168x1626x1215x1018x1022x1216x1018x1015x100055 1/2"10'-6 1/2"11'-0"11'-0"11'-0"9'-2 1/4"9'-2 1/4"8'-10 3/4"9'-10"10'-9 1/4"9'-10"9'-0 5/8"8'-3 1/8"3'-5 1/2"4'-7 1/8"4'-3 11/16"5'-1 3/4" EB 1 2 3 4 C D HB.5 E.5 GA 16'-3 7/8"17'-0 7/8"11'-9 5/8"11'-0"6'-6 3/4"4'-5 1/4"11'-0"11'-0"6'-1"11'-11 1/8"9'-2"7'-6 1/2" J S3 S2 S1 SA SB SC SD EA EB EC ED S2.9 S4 S5 S6 1 E2 E1 8'x16' 46'x24'16'x20' 8'x12' 8'x12' 36'x12' 26'x12'8'x12'9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 FIRST FLOOR FINISH PLAN A-121 C C C C C print2'-5"5'-0" C C C C C C C C C C C A A A A AA 5'-10"7'-0" D D D D D D D D D D D D 130 DD128 101102127 40x48 pallets 126 103104BRICK 119111 115 113118 112 114 117 1161241081211 1 0 109131 125 120printprint134 105 1'-2" FURNACE 5 1078x10.58x16DDDD E EEEEEEE 26x1215x1018x1022x1216x1018x102'-5"5'-0" 2'-6"6'-0"26x1215x1018x1026x1215x1018x10BRICK122123 SINK48x16RET, 2ND35x162NDSPRINKLERRISER 35x162ND8x16CONF STEEL "V" BRACEwallREFRIGERATORREFRIGERATORSTOVEELKAY SS SINKWITHIN INTEGRALSS COUNTER TOPFROM ELKAYDWCOFFEE MACHINE WOOD COUNTERDWELKAY SS SINKWITHIN CUSTOMWOOD COUNTERB C C C C C C133132ICEMAKEROVENMICROOVENMICROBE X I S T I NG T R AN S FO RM ER EX I S T I N G TR A N S F O R M E R 6'-0" x 5'-0"DOCKLEVELLER NEW CONCRETE LOADING DOCK6'-8"x7'-5"x6'-10" DUMP S T E R 30"x3 0" SIDE DOOR 1351'-2"BOTTLEFILLEREB 1 2 3 4 C D HB.5 E.5 GA 16'-3 7/8"17'-0 7/8"11'-9 5/8"11'-0"6'-6 3/4"4'-5 1/4"11'-0"11'-0"6'-1"11'-11 1/8"9'-2"7'-6 1/2" J S3 S2 S1 SA SB SC SD EA EB EC ED S2.9 S4 S5 S6 1 E2 E1 CONCRETE RESTORE TERRAZZO AT STAIR NEW WOOD FLOOR, TYP NEW WOOD FLOOR, TYP NEW WOOD FLOOR, TYP NEW WOOD FLOOR, TYP RESTORE WOOD FLOOR, TYP NEW WOOD FLOOR, TYP RESTORE WOOD FLOOR, TYP TILETILE TILE TILE RESTORE TERRAZZO AT STAIR WALK-OFF MAT AT ENTRY CONCRETE CONCRETE 8'x12' 16'x12'12'x12' 16'x12'20'x12' CARPET #2 CARPET #3 CARPET #5 CARPET #4 CARPET #1 CARPET #4 CARPET #4 CARPET #5 CARPET #5 CARPET #1 CARPET #2 CARPET #2CARPET #2 TILE CARPET (SEE FINISH SCHEDULE FOR SELECTIONS) TERAZZO FLOORING MATERIALS MATTS 10'x16' 10'x16' 44'x16' 9'x17'9'x17'10'x12'23'x16'8'x12'24'x12' 40'x12' 8'x12' 30'x12'56'x16'8'x12'8'x12'8'x12' 8'x12' 12'x12' CONCRETE 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 SECOND FLOOR FINISH PLAN A-122AAAAAAA AA A A A A BBBB BBBB BB BB B 226BBBB206207211210209208 223 BB228 203201212 229printprintprint 1ST & 2ND FLOOR COMBUSTION AIR & EXHAUST FLUE TO ROOF 1ST FLOOR 16x1026x1215x10B C CCCCCCC C C 1A-126 A A A A A A A A BBB BBB BB BB 5'-10"6'-0"216 214219 212 215 218 FURNACE 5 8x10.58x1648x16RET, 2ND35x162ND8x16CONF 227A 4'-4"AAAAAAprint printer counter 222 224 RD 221 printer counter 227 EB 1 2 3 4 C D HB.5 E.5 GA 16'-3 7/8"17'-0 7/8"11'-9 5/8"11'-0"6'-6 3/4"4'-5 1/4"11'-0"11'-0"6'-1"11'-11 1/8"9'-2"7'-6 1/2" J E2 E1 S3 S2 SA SB SC SD EA EB EC ED S1 S2.9 0.5 2 A-124 D-205SA.0 2BOTTLEFILLERRESTORE TERRAZZO AT STAIR TILE TILE TILE TILE NEW WOOD FLOOR, TYP NEW WOOD FLOOR, TYP NEW WOOD FLOOR, TYP NEW WOOD FLOOR, TYP NEW WOOD FLOOR, TYP CONCRETE CONCRETE CONCRETE RESTORE WOOD FLOOR, TYP 8'x12'CARPET #6 CARPET #1 CARPET #4 CARPET #5 CARPET #5 CARPET #6 CARPET #6 CARPET #6 CARPET #4 CARPET #1 CARPET #1 CARPET #1 CARPET #1 CARPET #1 CARPET #1 CARPET #1 CARPET #1 CARPET #1 CARPET #1 TILE CARPET (SEE FINISH SCHEDULE FOR SELECTIONS) TERAZZO FLOORING MATERIALS MATTS 16'x62' 36'x12' 12'x12'12'x12' 12'x12' 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 THIRD FLOOR FINISH PLAN A-123 307308309310 313 314 316315 SKYLIGHT1'-6"AAAAUP RD A AA A 327 328 329326 331 332 333330 305 RD TAPERED INSULATION1/4" PER 12"TAPERED INSULATION1/4" PER 12"RD+10"+6"+8"+4"+2"+6"+8"+4"317306 311 321 319323 A C D E HBE.5 G JB.5 A AAAAA 322 303AREA = 1927 sf OCCUPANCY = 385 (ASSEMBLY - STANDING SPACE) FURNACE 7 8x188x128x10.58x12FURNACE8 (ABOVE)6" HALF ROUND COPPER GUTTER A AAAAA BOTTLE FILLING STATION AA AAA A AA AAA A 7'-0"5'-10" 1 A-127 2018-03-08 ALTERNATIVE RAMP LAYOUT RD SAFETY GLASS AT THESE WINDOWS AA A TAPERED INSULATION1/4" PER 12"TAPERED INSULATION1/4" PER 12" TAPERED INSULATION 1/4" PER 12" TAPERED INSULATION 1/4" PER 12"48x16RET, 2NDDOWNSPOUT TO ROOF BELOW, TYP.325SAFETY GLASS AT THESE WINDOWS 48" X 30" 48" X 30" UP +20" +20" +20" 0" 0" OFD OVERFLOW SCUPPER OVERFLOW SCUPPEROVERFLOW PARAPET AAAA25'-1"5'-0"5'-0"5'-0"2'-5"6'-1"7'-3"6'-10"2'-6"9'-9"2'-7 1/2"UP UPRAMP +20" +8" RAMP324 EB 1 2 3 4 C D HB.5 E.5 GA 16'-3 7/8"17'-0 7/8"11'-9 5/8"11'-0"6'-6 3/4"4'-5 1/4"11'-0"11'-0"6'-1"11'-11 1/8"9'-2"7'-6 1/2" J E2 E1 S3 S2 SA SB SC SD EA EB EC EDSA.0 S1 S2.9 3 33'- 4 1/2" 26'- 0 3/4" MIN . NEW WOOD FLOOR, TYP NEW WOOD FLOOR, TYP RESTORE TERRAZZO AT STAIR RESTORE TERRAZZO AT STAIR VCT VCT TILE NEW WOOD FLOOR TILE TILE NEW WOOD FLOOR, TYP NEW WOOD FLOOR, TYP TILE MATTS MATTS MATTS MATTS TILE TILE CARPET (SEE FINISH SCHEDULE FOR SELECTIONS) TERAZZO FLOORING MATERIALS MATTS 12'x12' CARPET #1 CARPET #5 CARPET #1 CARPET #1 CARPET #1 CARPET #5 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 PLAN DETAILS A-124 111 115 113118 112 114 117 116printFURNACE 5 8x10.58x161'-2"BOTTLEFILLERHALL 112 Ex Ex Ex Ex ExRECYCLEMEN 118 MEN 113WOMEN 114 WOMEN 115 HALL 112 JANITOR 116 DNRAMP ELEVATOR LOBBY PRINTER RM. 120 MECH. 117 CLOS. 112A ELEC. CLOS. 119 EX. ELEVATOR 11B 11A2'-0"212 2291ST & 2ND FLOOR COMBUSTION AIR & EXHAUST FLUE TO ROOF 216 214219 212 215 218 FURNACE 5 8x10.58x16printer counter HALL 214 9B HALL 214 MEN 220 MEN 215WOMEN 216 WOMEN 217 JANITOR 218 ELEVATOR LOBBY 213 MECH. 219 CLOS. 214A ELEC. CLOS. 221 EX. ELEVATORBOTTLEFILLER 11B 11A 5C 5C 5C 5C 2'-0"307308309310 313 314 316315 1'-6" 327 328 329326 331 332 333330 locker18x2x4x72(6" base)BENCH locker18x2x4x72(6" base)locker18x2x4x72(6" base)locker18x2x4x72(6" base)locker18x2x4x72(6" base)locker18x2x4x72(6" base)305317 306 311 locker18x2x4x72(6" base)BENCHlocker18x2x4x72(6" base)locker18x2x4x72(6" base)locker18x2x4x72(6" base)locker18x2x4x72(6" base)locker18x2x4x72(6" base)1ST & 2ND FLOOR COMBUSTION AIR & EXHAUST FLUE TO ROOF 2ND FLOOR FURNACE 7 8x188x128x10.58x12BOTTLE FILLING STATION 48" X 30" 48" X 30"HDHDHDHDHDHDHDHD3 4A 4A 4A 5B 5D 5A 5C 5B 5A 5B 5A 5B 5D 5A 5B 5A 5B 5A 5B 5B 5A 5C 5B 5A 5B 5A 5B 5B 5A 5B 5A 5B 5A 5B 5B 5A 5C 5B 5A 5B 5A 5B 5B 5A 5B 5A 5B 5A 5B 5B 5A 5C 5B 5A 5B 5A 5B 5B 5A 5B 5A 5B 5A 11A 11A 11A 11 1 1 1 1 1 4A 6 4A 6 6 W/D 321 319323 ref.micro.322 EXHAUST FLUES FROM BASEMENT BOILERSFURNACE8 (ABOVE)HD25'-1" 2'-5"6'-1"7'-3"6'-10"2'-6"9'-9"W/D 3 12 12 1st FLOOR BATHROOM & ELEVATOR CORE Scale: 1/4" = 1'-0"1 2nd FLOOR BATHROOM & ELEVATOR CORE Scale: 1/4" = 1'-0"2 3RD FLOOR LOUNGE, BATHROOM & ELEVATOR CORE Scale: 1/4" = 1'-0"3 3RD FLOOR UNISEX ACCESSIBLE W.C. & FAMILY ROOM Scale: 1/4" = 1'-0"4 18 DUPLICATE DRAWING REMOVED 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 PROPOSED FIRST FLOOR PLAN A-125 130 DD128 101102103BRICK 1'-2"107DDDD E EEEEEEE 26x1215x1018x1022x1216x1018x1026x1215x1018x1026x1215x1018x10BRICK3'-6 1/2"3'-8"3'-6 1/2"8'-0"6"REFRIGERATORSTOVESINKSINK48x16RET, 2ND35x162NDSPRINKLERRISER DW35x162ND8x16CONF STEEL "V" BRACE48x16RET, 2ND35x162ND8x16CONF REFRIGERATORwallREFRIGERATORREFRIGERATORSTOVEELKAY SS SINKWITHIN INTEGRALSS COUNTER TOPFROM ELKAYDWCOFFEE MACHINE WOOD COUNTERDWDWELKAY SS SINKWITHIN CUSTOMWOOD COUNTERICEMAKEROVENMICROOVENMICRO16'-3 7/8"17'-0 7/8"11'-9 5/8" 8 A-408 5 A-603 6 A-603 7 A-603 ADDITION: ENLARGED 1ST FLOOR Scale: 1/4" = 1'-0"1 EB 1 2 3 4 C D HB.5 E.5 GA 13 A-603 3 A-603 2 A-503 open above ENTRY LOBBY UP1 A-409 1 A-503 3 A-503 3B 3A 3A 8 8 12 12 12 12 1 RAMP UP RAMP2 A-609 2 A-609 2 A-609 2 A-609 3 A-609 4'-0"3'-0"2'-0"3'-0"2'-0"2'-6"2'-0"1'-0"3'-0"18'-9 1/2"3/4"3/4"3'-1"3'-1"3'-4"HOOD DUCT5 A-604 1 A-801 EXISTING BUILDING EXISTING BUILDING 1ST FLOOR 0'-0" ENTRY -0'-8" ENTRY -0'-8" 1ST FLOOR 0'-0" T.O. STEPS -0'-6 7/8" B.O. RAMP -3'-0 3/4 B.O. RAMP -3'-1 7/8" B.O. STEPS -3'-3" 18 CALLOUT LINKED TO NEW SHEET 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 PROPOSED SECOND FLOOR PLAN A-126226BBBBBB22820116x1026x1215x10B C CCCCCCC C C 48x16RET, 2ND35x162ND8x16CONF 227 224 RD 227 7 A-603 ADDITION: ENLARGED 2ND FLOOR Scale: 1/4" = 1'-0"1 EB 2 3 4 C D HB.5 E.5 GA 2 A-503 open to below OPEN OFFICES 1 A-503 3 A-503 CONFERENCE ROOM PRIVATE OFFICES 8A 8A 3A 3A 3A 3A 12 12 12 8A 8A 0 0 0 0 0 12 3 A-503 3 A-503 3 A-503 2 A-501 8A 8A 8A 4A 4A 1 WOOD COUNTERWOOD COUNTERWOOD COUNTERENTRY CANOPY PASSAGE THRU EXPANDED WINDOW OPENINGS PASSAGE THRU EXPANDED WINDOW OPENINGS 8A 4A 4A A-411 3 A-412 2 A-412 1 A-412 1 2 343'-6 3/4"10'-0"3'-6 3/4"TV TO BE MOUNTED ON WALL 8 A-606 8 A-606 7 A-606 9 A-606 EXISTING BUILDING EXISTING BUILDING 18 NEW WALL FEATURE, REDUCE STOREFRONT, CONF. RM. DOORS MOVED 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 PROPOSED CLERESTORY/ROOF DECK PLAN A-127 307 316 SKYLIGHT1'-6" UP RD A-403 A-403 A-403 4 A-404 MIR. A-403 A-403 A-403 4 A-404 329 333 305 RD TAPERED INSULATION1/4" PER 12"TAPERED INSULATION1/4" PER 12"RD+10"+6"+8"+4"+2"+6"+8"+4"317306 A AAAAA AREA = 1927 sf OCCUPANCY = 385 (ASSEMBLY - STANDING SPACE) 11'-5 1/2" 9'-0" 2'-6 1/2"1'-5 1/2"12'-6 1/2"1'-11 1/2"3'-0 3/4"7'-4 1/2"4'-2 1/4"5'-8"4'-9 1/2"2'-6 1/2"6'-0" 6'-0" 5'-0" 5'-0" 2ND & 1ST FLOOR SUPPLY & RETURN FROM ROOFTOP UNITS. A-404 3 20sf LOUVER & PLENUM - PER MECHANICAL 6" HALF ROUND COPPER GUTTER A AAAAA BOTTLE FILLING STATION RD SAFETY GLASS AT THESE WINDOWS AA A TAPERED INSULATION 1/4" PER 12" TAPERED INSULATION 1/4" PER 12" TAPERED INSULATION 1/4" PER 12" TAPERED INSULATION 1/4" PER 12"48x16RET, 2NDDOWNSPOUT TO ROOF BELOW, TYP.325SAFETY GLASS AT THESE WINDOWS 48" X 30" 48" X 30" UP +20" +20" +20" 0" OFD OVERFLOW SCUPPER OVERFLOW SCUPPEROVERFLOW PARAPET 25'-1"5'-0"5'-0"5'-0"2'-5"6'-1"7'-3"6'-10"2'-6"9'-9"2'-7 1/2"UP UPRAMP +20" +8" RAMP324 33'- 4 1/2 " 26'- 0 3/4 " MI N . 1 A-604 3 A-604 1 A-604 2 A-604 1'-9 1/2"4'-0 1/2"4'-0 1/2"1'-5 1/2"1'-5 1/2"4'-0 1/2"4'-0 1/2"1'-5 1/2"1'-5 1/2"4'-0 1/2"4'-0 1/2"1'-5 1/2"15'-0"5'-0"5'-8"4'-0"4'-2"2'-9"7'-0"8'-0" 4'-0"5/A-6094/A-6093/A-609 2'-0" MIN.2/A-609EB 2 3 4 C D HB.5 E.5 GA 1 EXISTING BUILDING EXISTING BUILDING CENTER W4 FIXTURE VERTICALLY ON UPPER SASHES W2 F1 ACDEHBE.5GJ B.5 Ex Ex Ex Ex Ex Ex FILL EXISTING WINDOW OPENING TO MATCH ADJACENT BRICK.NEW NEW BRICK WALL WITH BROWNSTONE CAP TO MATCH MASONRY AT EXISTING BUILDING NEW ROOFTOP MOUNTED HVAC EQUIPMENT (BEYOND) NEWNEW MODIFY EXISTING LOADING DOCK AND ADD TRASH ENCLOSURE. EXPAND BELOW NEW ROLL UP DOOR. NEW WINDOW IN EXISTING MODIFIED MASONRY OPENING. MATCH ADJACENT WINDOWS.NEW OVERHEAD DOOR IN EXISTING, EXPANDED OPENING REPAINT EXISTING RAIL AND GUARD AT EXISTING STAIRS, TYPICAL REPAINT EXISTING EXTERIOR WOOD TRIM, TYPICAL. Ex Ex ExEx ExEx Ex Ex ExEx Ex EXISTING WINDOW TO REMAIN, TYPICAL. WEST ELEVATION Scale: 1/8" = 1'-0"1 EXIST. LOADING DOCK, STEPS & ROOF TO REMAIN ENCLOSURE OVER EXISTING STAIRS TO BASEMENT TO REMAIN. NEW THIN BRICK CLAD PATIO WITH STEEL GUARDRAIL STEEL TRELLIS WITH ALUMINUM TRUSSES NEW RED BRICK WALLS, STANDING SEAM METAL ROOF, & CLAD WOOD WINDOWS BUILT ON THE EXISTING FOUNDATION WALL WEST ELEVATION AT DECK Scale: 1/8" = 1'-0"211'-8 3/4"11'-11 3/8"FIRST FL - T.O. FINISH 100'-0" SECOND FL - T.O. FINISH 111'-11 3/8" 3RD FL - T.O. FINISH 123'-3 3/4" ADDITION ROOF - T.O. SLAB 123'-8 1/8" KITCHEN HOOD EXHAUST 130 F A A A E E C C D B C C E E C C E E C C E E C C A AAAA AAAA W5W5W5W5 7'-0"TYP.W5 W5 W5W5W5 A SEE 1/A-503 FOR BRICK COURSING DETAILS BRICK ASSEMBLY EXPANSION JOINTS, TYP. DISCONTINUE THIN BRICK VENEER AT FOUNDATION AFTER 6'±. CONTINUE BACKER BOARD BENEATH DECK, PAINTED BLACK WINDOWS AT DECK TO HAVE SAFETY GLAZING, TYP. W4 W4 CENTER W4 FIXTURE VERTICALLY ON UPPER SASHES W2 7'-0" A.F.F.TYP.Ex W5 WEST ELEVATION OF EAST WING, AT ROOF DECK Scale: 1/8" = 1'-0"1A ACDEHBE.5GJ B.5 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 PROPOSED NORTH AND WEST ELEVATIONS A-201 W2 REPAINT EXISTING RAIL AND GUARD AT EXISTING STAIRS, TYPICAL. REPAINT EXISTING EXTERIOR WOOD TRIM, TYPICAL. NEW DOOR IN EXISTING, EXPANDED WINDOW OPENING(BEYOND IN SOUTH WING) NEW THIN BRICK CLAD PATIO WITH STEEL GUARDRAIL MODIFY EXISTING DECK & STEPS. NEW LOADING DOCK. NEW ROOF. NEW DOOR IN EXISTING OPENING 123 0.5E2E14 NORTH ELEVATION Scale: 1/8" = 1'-0"3 NEW STEEL TRELLIS TWO EXISTING WINDOWS (BEYOND) TO REMAINSTANDING SEAM METAL ROOF Ex Ex Ex Ex ExEx Ex Ex Ex Ex ExEx Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex ExExEx Ex Ex Ex DECORATIVE BRICK BANDING METAL CORNICE, PAINTED NEW ADDITION AT ALLEY NEW ENTRY AT ALLEY ADDITION NEW RED BRICK WALLS, STANDING SEAM METAL ROOF, & CLAD WOOD WINDOWS BUILT ON THE EXISTING FOUNDATION WALL J K W2W2 W21'-3"B BB B D B B D D DD 2'-1 1/2"W4 W4 7'-0" A.F.F.TYP.A 17'-1 5/8" SEE 1/A-503 FOR BRICK COURSING DETAILS BRICK ASSEMBLY EXPANSION JOINTS, TYP. FIRST FL - T.O. FINISH 100'-0" SECOND FL - T.O. FINISH 111'-11 3/8" 3RD FL - T.O. FINISH 123'-3 3/4" ADDITION ROOF - T.O. SLAB 123'-8 1/8" INFILL BRICK AT EX. WINDOW CENTER W4 FIXTURE VERTICALLY ON UPPER SASHES W4 W4 W2W2EXISTING WINDOW TO REMAIN, TYPICAL. 7'-0" A.F.F.TYP.W2 W5 W2W2 NEW DOOR TO ROOF SOUTH ELEV. OF CLERESTORY Scale: 1/8" = 1'-0"3B 1 2 3 4 METAL CLAD PLANKS, COLOR TO MATCH METAL ROOF RELIEF VENT LOUVER ExEx ExExExExExEx W2W2W2W2W2 NORTH ELEVATION OF WEST WING, AT ROOF DECK Scale: 1/8" = 1'-0"3A 1234 18CHANGE FIXTURES 18CHANGE FIXTURES 18ADD FIXTURE 18 ADD FIXTURE 18 NEW DRAWING, WITH NEW FIXTURE 18 NEW DRAWING 18 NEW DRAWING 18 ADD FIXTURES 18 CHANGE FIXTURES 18 FIXTURE HEIGHT 18 ADD FIXTURES W6 EXISTING ASPHALT SHINGLES TO REMAIN REPAINT EXISTING EXTERIOR WOOD TRIM, TYPICAL. Ex Ex Ex Ex Ex Ex Ex Ex Ex ExEx Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex ExEx Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex ExExExExEx Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex ExEx Ex Ex Ex Ex Ex Ex Ex Ex Ex ExEx ExEx Ex Ex Ex Ex Ex Ex SA SB SC SD EA EB EC ED A C D E HB.5 E.5 G J S3S2 1 2 30.5 E2 E14 S1 EAST ELEVATION Scale: 1/8" = 1'-0"1 SOUTH ELEVATION Scale: 1/8" = 1'-0"2 17'-0 1/2" FIRST FL - T.O. FINISH 100'-0" SECOND FL - T.O. FINISH 111'-11 3/8" 3RD FL - T.O. FINISH 123'-3 3/4" ADDITION ROOF - T.O. SLAB 123'-8 1/8" FIRST FL - T.O. FINISH 100'-0" SECOND FL - T.O. FINISH 111'-11 3/8" 3RD FL - T.O. FINISH 123'-3 3/4" ADDITION ROOF - T.O. SLAB 123'-8 1/8" CENTER W4 FIXTURE VERTICALLY ON UPPER SASHES, TYP. W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 EXISTING WINDOW TO REMAIN, TYPICAL. REPAINT EXISTING RAIL AND GUARD AT EXISTING STAIRS, TYPICAL REPAINT EXISTING EXTERIOR WOOD TRIM, TYPICAL. EXPAND EXISTING LOADING DOCK REMOVE EXISTING HVAC GRILLE. INSTALL TOOTHED-IN BRICK TO MATCH EXISTING ADJACENT MATERIAL (BRICK SHAPE, COLOR TEXTURE & MORTAR) REPAINT EXISTING RAIL AND GUARD AT EXISTING STAIRS, TYPICAL EXISTING BASEMENT STAIRS TO REMAIN. ROOF & WALLS TO REMAIN. CENTER W4 FIXTURE VERTICALLY ON UPPER SASHES, TYP. EXISTING WINDOW TO REMAIN, TYPICAL. W6 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 PROPOSED SOUTH AND EAST ELEVATIONS A-202 130 DD128 101102127 126 103104BRICK 119111 115 113118 112114 117 116124108121110 109131 125 120134 1051078x10.5 8x16D D D D E EEEEEEE 26x12 15x1018x10 22x12 16x1018x10 26x12 15x1018x10 26x12 15x1018x10 BRICK122123 SINK 48x16RET, 2ND 35x162ND SPRINKLERRISER 35x162ND 8x16CONF STEEL "V" BRACE wallREFRIGERATORREFRIGERATO R STOVEELKAY SS SINKWITHIN INTEGRALSS COUNTER TOP FROM ELKAY DW COFFEE MACHINE WOOD COUNTE R DW ELKAY SS SINKWITHIN CUSTOM WOOD COUNTER 133132ICEMAKER OVEN MICRO OVEN MICRO EXIS T I N G TRAN S F O R M E R EXISTING TRANS F O R M E R 6'-0" x 5'-0"DOCKLEVELLER NEW CONCRETELOADING DOCK 6'-8"x7'-5 " x6 ' - 1 0 " DUMPST E R30"x30" SIDE DOOR 135BOTTLEFILL E R KEY PLAN 1/A2022/A20218 ADD FIXTURES 18 ADD FIXTURES 18 ADD FIXTURES 18 CHANGE FIXTURE 18 CHANGE FIXTURE 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 BUILDING SECTIONS A-301 130 DD128 101102127 126 103104BRICK 119111 115 113118 112114 117 116124108121 110 109131 125 120134 1051078x10.5 8x16D D D D E EEEEEEE 26x12 15x10 18x10 22x12 16x1018x10 26x12 15x10 18x10 26x12 15x10 18x10 BRICK122123 SINK48x16RET, 2ND 35x162ND SPRINKLERRISER 35x162ND 8x16CONF STEEL "V" BRAC E wall REFRIGERAT O R REFRIGER A T O R STOVEELKAY SS SINKWITHIN INTEGRAL SS COUNTE R TOP FROM ELKAY DW COFFEE MACHINE WOOD COUNTER DW ELKAY SS SINK WITHIN CUSTOM WOOD COUNTER 133132ICEMAKER OVEN MICRO OVEN MICRO EXIST I N G TRANS F O R M E R EXISTIN G TRANSF O R M E R 6'-0" x 5'-0"DOCKLEVELLER NEW CONCRETELOADING DOCK 6'-8"x7'-5"x6 ' - 1 0 " DUMPST E R30"x30"SIDE DOOR 135BOTTLEFILLERKEY PLAN 1/A3011/A3012/A3012/A301REPAINT EXISTING EXTERIOR WOOD TRIM, TYPICAL. NEW DOOR IN EXISTING, EXPANDED WINDOW OPENING MODIFY EXISTING DECK & STEPS. NEW LOADING DOCK. NEW ROOF. (3) EXISTING WINDOWS IN DORMERS TO REMAIN (BEYOND) EX Ex Ex EXISITNG WINDOW TO REMAIN, TYPICAL E2 E1 5'-0" Ex Ex Ex Ex Ex Ex BASEMENT - T.O. SLAB 90'-10 1/2" FIRST FL - T.O. FINISH 100'-0" SECOND FL - T.O. FINISH 111'-11 3/8" ADD. ROOF - T.O. SLAB 123'-8 1/8" 3RD FL - T.O. FINISH 123'-0 3/8" ROOF DECK 124'-8 3/8" BUILDING SECTION AT TOWER Scale: 1/8" = 1'-0"1 J K W2 9 1/2" B B DD open NEW DOOR IN EXISTING, EXPANDED WINDOW OPENING ExExEx12' LIGHT FIXTURE 16' LIGHT FIXTURE OPEN OFFICE SUPPLY 16x406"1'-2 1/8" 7 1/4"4 3/8"2 3/4" 10' LIGHT FIXTURE ATRIUM CONFERENCE ROOM OPEN OFFICE PRIVATE OFFICE PRIVATE OFFICE STAIR NEW WOOD DECK WITH STEEL GUARDRAIL SUPPLY DUCT 16' LIGHT FIXTURE NEW STEEL TRELLIS 16' LIGHT FIXTURE9'-4 7/8"10' LIGHT FIXTURE STAIR STAIR 6'-0"2'-4"SUPPLY SUPPLY SUPPLY 16x401234 11'-9 5/8"17'-0 7/8"16'-3 7/8"10'-7"9'-8 3/4"9'-2 1/2"10'-7"9'-10 3/4"9'-8 3/4"10'-7"9'-8 3/4"9'-2 1/2"P6P6 open NEW DOOR IN EXISTING, EXPANDED WINDOW OPENING ExExEx12' LIGHT FIXTURE 16' LIGHT FIXTURE4' LIGHT OPEN OFFICE SUPPLY SUPPLY NEW ROOFTOP MECHANICAL EQUIPMENT ON NEW CURB REPAINT EXISTING EXTERIOR WOOD TRIM, TYPICAL. NEW DOOR IN EXISTING, EXPANDED WINDOW OPENING MODIFY EXISTING DECK & STEPS. NEW LOADING DOCK. NEW ROOF. (3) EXISTING WINDOWS IN DORMERS TO REMAIN (BEYOND) EX Ex Ex EXISITNG WINDOW TO REMAIN, TYPICAL 0.5E2E1 5'-0" Ex Ex Ex Ex Ex Ex 8x40 14x30 10' LIGHT FIXTURE open open ATRIUM CONFERENCE ROOM OPEN OFFICE PRIVATE OFFICE PRIVATE OFFICE HALL CAFE NEW WOOD DECK WITH STEEL GUARDRAIL SUPPLY DUCT SUPPLY DUCT SUPPLY DUCT SUPPLY DUCT 16' LIGHT FIXTUREP4 P4 P.3 NEW STEEL TRELLIS6'-0"2'-4"16' LIGHT FIXTURE 10'-7"8'-1 3/4"9'-8 3/4"8'-1 3/4"11'-9 1/8"9'-4 7/8"8'-0"10' LIGHT FIXTURE 8'-0"8x15 SUPPLY SUPPLY P4 P4 P4P4 P4 BASEMENT - T.O. SLAB 90'-10 1/2" FIRST FL - T.O. FINISH 100'-0" SECOND FL - T.O. FINISH 111'-11 3/8" ADD. ROOF - T.O. SLAB 123'-8 1/8" 3RD FL - T.O. FINISH 123'-0 3/8" ROOF DECK 124'-8 3/8" BUILDING SECTION AT TOWER Scale: 1/8" = 1'-0"2 10x15 16x4010x15 16x402 A-503 SLOPE OF EX. ROOF BEYOND NEW ROOF TO COVER NEW DUCTWORK FROM ROOFTOP UNIT DUCT RUN ABOVE CORRIDOR 1234 11'-9 5/8"17'-0 7/8"16'-3 7/8" P6P6 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 BUILDING SECTIONS A-3021/A3022/A302130 DD128 101102127 126 103104BRICK 119111 115 113118 112114 117 116124108121 110 109131 125 120134 1051078x10.5 8x16D D D D E EEEEEEE 26x12 15x10 18x10 22x12 16x1018x10 26x12 15x10 18x10 26x12 15x10 18x10 BRICK122123 SINK48x16RET, 2ND 35x162ND SPRINKLERRISER 35x162ND 8x16CONF STEEL "V" BRAC E wall REFRIGERAT O R REFRIGER A T O R STOVEELKAY SS SINKWITHIN INTEGRAL SS COUNTE R TOP FROM ELKAY DW COFFEE MACHINE WOOD COUNTER DW ELKAY SS SINK WITHIN CUSTOM WOOD COUNTER 133132ICEMAKER OVEN MICRO OVEN MICRO EXIST I N G TRANS F O R M E R EXISTIN G TRANSF O R M E R 6'-0" x 5'-0"DOCKLEVELLER NEW CONCRETELOADING DOCK 6'-8"x7'-5"x6 ' - 1 0 " DUMPST E R30"x30"SIDE DOOR 135BOTTLEFILLERKEY PLAN 1/A3022/A302open NEW DOOR IN EXISTING, EXPANDED WINDOW OPENING ExExEx12' LIGHT FIXTURE 16' LIGHT FIXTURE4' LIGHT OPEN OFFICE SUPPLY SUPPLY ExEx BASEMENT-9-'1" FIRST FLOOR0'-0" SECOND FLOOR 12'-1 1/4" THIRD FLOOR23'-3"12'-1 1/4"9'-1"11'-1 3/4"0.5E2E1 EX Ex Ex Ex Ex Ex Ex Ex Ex 7 1/2"3'-6"4 3/4"BASEMENT - T.O. SLAB 90'-10 1/2" FIRST FL - T.O. FINISH 100'-0" SECOND FL - T.O. FINISH 111'-11 3/8" ADD. ROOF - T.O. SLAB 123'-8 1/8" 3RD FL - T.O. FINISH 123'-0 3/8" ROOF DECK 124'-8 3/8" BUILDING SECTION AT CLERESTORY Scale: 1/8" = 1'-0"1 8x15 open open ATRIUM CONFERENCE ROOM OPEN OFFICE PRIVATE OFFICE PRIVATE OFFICE HALL NEW WOOD DECK WITH STEEL GUARDRAIL SUPPLY DUCT SUPPLY DUCT 12' LIGHT FIXTURE 12' LIGHT FIXTURE SUPPLY DUCT SUPPLY DUCT 16' LIGHT FIXTUREP4 P4 P.3 NEW STEEL TRELLIS 16' LIGHT FIXTURE 10'-7"8'-1 3/4"9'-8 3/4"7'-6"11'-9 1/8"9'-4 7/8"8'-0"8'-0"SUPPLY SUPPLY SUPPLY P4 P4 P4P4 P4 2 A-503 3 A-604 1234 11'-9 5/8"17'-0 7/8"16'-3 7/8" P6P6 open NEW DOOR IN EXISTING, EXPANDED WINDOW OPENING ExExEx12' LIGHT FIXTURE 16' LIGHT FIXTURE4' LIGHT OPEN OFFICE SUPPLY Ex BASEMENT-9-'1" FIRST FLOOR0'-0" SECOND FLOOR 12'-1 1/4" THIRD FLOOR23'-3"12'-1 1/4"9'-1"11'-1 3/4"0.5E2E1 EX Ex Ex Ex Ex Ex Ex Ex Ex 7 1/2"3'-6"4 3/4"BASEMENT - T.O. SLAB 90'-10 1/2" FIRST FL - T.O. FINISH 100'-0" SECOND FL - T.O. FINISH 111'-11 3/8" ADD. ROOF - T.O. SLAB 123'-8 1/8" 3RD FL - T.O. FINISH 123'-0 3/8" ROOF DECK 124'-8 3/8" BUILDING SECTION AT CLERESTORY Scale: 1/8" = 1'-0"2 8x RECEPTION DESK 7'-11"WOOD WOOD WOOD WOOD COUNTER WOOD WOOD WOOD open ATRIUMCONFERENCE ROOM OPEN OFFICE PRIVATE OFFICE PRIVATE OFFICE HALL NEW WOOD DECK WITH STEEL GUARDRAIL 12' LIGHT FIXTURE 12' LIGHT FIXTURE HOOD EXHAUST 16' LIGHT FIXTURE NEW STEEL TRELLIS 16' LIGHT FIXTURE 10'-7"8'-1 3/4"9'-8 3/4"8'-0"9'-4 7/8"2'-7 1/4"8'-0"1'-8 3/4"8'-0"P4 P4 SUPPLY SUPPLY SUPPLY 8x15 P4 P4 P4 P5 P5 P5P5 P5 P4 8x158x15 CONF. ROOM open open 13'-2 1/2" 1234 11'-9 5/8"17'-0 7/8"16'-3 7/8" 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 BUILDING SECTIONS A-303 130 F CC E E E E E E E E CC CC CC CC D B 130 F CC E E E E E E E E CC CC CC CC W16x BUILDING SECTION Scale: 1/8" = 1'-0"3 PRODUCTION OPEN OFFICES GYM BUILDING SECTION Scale: 1/8" = 1'-0"4 OPEN OFFICES MECHANICAL SPACES W18x P.3 P.3 P.3P.3P.3P.3P.3 16' LIGHT FIXTURE16' LIGHT FIXTURE P5 P5 P5 P5 P44' 12' 12' 12' 12' 12' P4P4P4P4P4P4 SUPPLY DUCT SUPPLY DUCT BASEMENT - T.O. SLAB 90'-10 1/2" FIRST FL - T.O. FINISH 100'-0" SECOND FL - T.O. FINISH 111'-11 3/8" ADD. ROOF - T.O. SLAB 123'-8 1/8" 3RD FL - T.O. FINISH 123'-0 3/8" ROOF DECK 124'-8 3/8" NEW SLAB ON GRADE - SEE STRUCT. 16' LIGHT FIXTURE 16' LIGHT FIXTURE 16' LIGHT FIXTURE STAIR 2 MECHANICAL SPACES GYM MECHANICAL SPACES D UNISEX FAMILY SUPPORT ROOM PRIVATE OFFICE PRIVATE OFFICE PRODUCTION UTILITY OPEN OFFICES PRODUCTION OPEN TOLOADINGAREA OPEN TOLAUNDRY FAMILY ROOM SECTIONS: WEST WING Scale: 1/8" = 1'-0"1 SECTIONS: WEST WING Scale: 1/8" = 1'-0"2 UTILITY8'-0"BASEMENT - T.O. SLAB 90'-10 1/2" FIRST FL - T.O. FINISH 100'-0" SECOND FL - T.O. FINISH 111'-11 3/8" ADD. ROOF - T.O. SLAB 123'-8 1/8" 3RD FL - T.O. FINISH 123'-0 3/8" ROOF DECK 124'-8 3/8" BASEMENT - T.O. SLAB 90'-10 1/2" FIRST FL - T.O. FINISH 100'-0" SECOND FL - T.O. FINISH 111'-11 3/8" ADD. ROOF - T.O. SLAB 123'-8 1/8" 3RD FL - T.O. FINISH 123'-0 3/8" ROOF DECK 124'-8 3/8"W LAUNDRY 16' LIGHT FIXTURE 16' LIGHT FIXTURE 16' LIGHT FIXTURE P210'P210' P210'P210' C2C2 LT1 16' LIGHT FIXTURE RETURN AIR HIGH 10x12PRESSURE RELIEF DAMPER 3 A-503 ATRIUM10x12 NEW SLAB ON GRADE - SEE STRUCT. SERVER ROOM OPEN OFFICES GYM 16' LIGHT FIXTURE 16' LIGHT FIXTURE 16' LIGHT FIXTURE EXISTINGSKYLIGHT TOREMAIN GWB SKYLIGHT OPENING ANGLED OPENING FOR SKYLIGHTSLOPE TO MATCH SLOPED CEILING SLOPEDCEILINGGWB 16x4010x2610x26 10x2610x2610x265" CONCRETE SLAB EXISTING 10" CONCRETE STEM WALL EXISTING 14-3/8" CONCRETE FOUNDATION WALL10x15AAAAAAsupply air ductDORMER EXTERIOR CHEEK WALL A C D E HB.5 E.5 G JB 11'-0"4'-9"6'-3"11'-0"11'-0"6'-1"11'-11 1/8"9'-0 1/4"7'-8 1/4" A C D E HB.5 E.5 G JB 11'-0"4'-9"6'-3"11'-0"11'-0"6'-1"11'-11 1/8"9'-0 1/4"7'-8 1/4" P6 P6 P6 P6 P6P6P6 RETURN ATINTERSECTION OF TOWER AND CLERESTORY 8'-4"TV WEST WING 130 D D 128 101102127 126 103104BRICK 119111 115 113118 112114 117 116124 108121110 109131 125 120134 1051078x10.58x16 D D D D E EEEEEEE 26x12 15x10 18x10 22x12 16x10 18x10 26x12 15x10 18x10 26x12 15x10 18x10 BRICK122 123 SINK 48x16RET, 2ND 35x162ND SPRINKLERRISER 35x162ND 8x16CONF STEEL "V" BRACE wallREFRIGERATORREFRIGERATORSTOVEELKAY SS SINKWITHIN INTEGRALSS COUNTER TOPFROM ELKAY DW COFFEE MACHINE WOOD COUNTER DW ELKAY SS SINKWITHIN CUSTOMWOOD COUNTER 133132ICEMAKER OVEN MICRO OVEN MICRO EXISTI N G TRA N S F O R M E R EXISTIN G TRANSFO R M E R 6'-0" x 5'-0"DOCKLEVELLER NEW CONCRETELOADING DOCK 6'-8"x7'-5" x 6 ' - 1 0 " DUMPSTE R30"x30"SIDE DOOR 135BOTT L E FILLE R KEY PLAN 3/A303 EAST WING SOUTH WING ADDITION WING 1/A305 2/A305 1/A304 2/A304 4/A303 3/A303 1/A304 4/A303 2/A304 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 BUILDING SECTIONS A-304 130 F CC E E E E E E E E CC CC CC CC ENTRY VESTIBULE BUILDING SECTION Scale: 1/8" = 1'-0"1 ATRIUM NEW SLAB ON GRADE - SEE STRUCT. BUILDING SECTION (EXTERIOR OF EAST WING)) Scale: 1/8" = 1'-0"2 8' P4 P4P4 P4 P48'P4 P48'P48'P48'P48' P.3P.3 SUPPLY DUCT SUPPLY DUCT BASEMENT - T.O. SLAB 90'-10 1/2" FIRST FL - T.O. FINISH 100'-0" SECOND FL - T.O. FINISH 111'-11 3/8" ADD. ROOF - T.O. SLAB 123'-8 1/8" 3RD FL - T.O. FINISH 123'-0 3/8" ROOF DECK 124'-8 3/8" BASEMENT - T.O. SLAB 90'-10 1/2" FIRST FL - T.O. FINISH 100'-0" SECOND FL - T.O. FINISH 111'-11 3/8" ADD. ROOF - T.O. SLAB 123'-8 1/8" 3RD FL - T.O. FINISH 123'-0 3/8" ROOF DECK 124'-8 3/8" OPEN TO EASTWING OPEN TO EASTWING OPEN TOEASTWING OPEN TO EASTWING OPEN TO EASTWING OPEN TOEASTWINGOPEN TO EASTWING OPEN TO EASTWING OPEN TO EASTWING OPEN TO EASTWING OPEN TOEASTWING OPEN TOEASTWING OPEN TOEASTWING OPEN TOEASTWING NEW SLAB ON GRADE - SEE STRUCT. ATRIUM REINSTALL WINDOW TRIM, SAVE WINDOWS FOR LATER USE 8' P4P4 P4 P4P4 8'P4P48'P4 8'P4 8'P4 8' P.3 P.3 SUPPLY DUCT SUPPLY DUCT EXISTING ROOF HATCH NEW SAFETY RAILING NEW ROOF ENCLOSURE FOR NEW DUCTWORK NEW LADDER FOR ROOF ACCESS NEW ROOF TOP UNIT ON NEW CURB SERVER ROOM OPEN OFFICES GYM AHU GYM 16' LIGHT FIXTURE 16' LIGHT FIXTURE 16' LIGHT FIXTURE SERVER ROOM OPEN OFFICES GYM 16' LIGHT FIXTURE 16' LIGHT FIXTURE 16' LIGHT FIXTURE A C D E HB.5 E.5 G JB 11'-0"4'-9"6'-3"11'-0"11'-0"6'-1"11'-11 1/8"9'-0 1/4"7'-8 1/4" A AAAA AAAA ENTRYVESTIBULE ENTRY VESTIBULE ACDEHB.5E.5GJ B 7'-8 1/4"9'-0 1/4"11'-11 1/8"6'-1"11'-0"11'-0"6'-3"4'-9"11'-0" WEST WING 130 D D 128 101102127 126 103104BRICK 119111 115 113118 112114 117 116124 108121110 109131 125 120134 1051078x10.58x16 D D D D E EEEEEEE 26x12 15x1018x10 22x12 16x1018x10 26x12 15x1018x10 26x12 15x1018x10 BRICK122 123 SINK 48x16RET, 2ND 35x162ND SPRINKLERRISER 35x162ND 8x16CONF STEEL "V" BRACE wallREFRIGERATORREFRIGERA T O R STOVEELKAY SS SINKWITHIN INTEGRALSS COUNTER TOP FROM ELKAY DW COFFEE MACHINE WOOD COUNTE R DW ELKAY SS SINKWITHIN CUSTOM WOOD COUNTER 133132ICEMAKER OVEN MICRO OVEN MICRO EXIS T I N G TRAN S F O R M E R EXISTING TRANS F O R M E R 6'-0" x 5'-0"DOCKLEVELLER NEW CONCRETELOADING DOCK 6'-8"x7'-5" x 6 ' - 1 0 " DUMPST E R30"x30" SIDE DOOR 135BOT T L E FILL E R KEY PLAN 3/A303 EAST WING SOUTH WING ADDITION WING 1/A305 2/A305 1/A304 2/A304 4/A303 3/A303 1/A304 4/A303 2/A304 OPEN TOADDITION OPEN TOADDITION OPEN TOADDITION OPEN TOADDITION S8x C12x OPEN TOADDITION OPEN TOADDITION PRINT OFFICE 10'10'10' SA SB SC SD EA EB EC EDSA EAEBECED MEN'SAHU-1JANITOR RECYCLING BINSSHOWERROOM #1 SHOWERROOM #2 SHOWERROOM #3 SHOWERROOM #4MECH.CLOSET EXIT COUNTER & CABINETS& SINK SECTION: SOUTH & EAST WING, LONGITUDINAL Scale: 1/8" = 1'-0"4 MEN'S LOUNGE OFFICE RECYCLING BINSMEN'SAHU-1JANITOR 10' 10' 10' 10' SUPPLY DUCT OPEN TOADDITION OPEN TOADDITIONOPEN TOOPENOFFICE ELEVATOR LOBBY OPEN TOOPENOFFICE ELEVATORLOBBY ELEVATOR SHAFT STAIRS S3 S2 S1S2.9 S3 S2 S1S2.9 SECTION: SOUTH WING, TRANSVERSE Scale: 1/8" = 1'-0"3SECTION: SOUTH WING, TRANSVERSE Scale: 1/8" = 1'-0"2 OPEN OFFICE OPEN OFFICEOFFICE OFFICE MEN'S LOUNGE WOMEN'S LOUNGE OPEN OFFICE OPEN OFFICE MEN'S LOUNGE WOMEN'S LOUNGE HALL MEN'SMEN'S HALL MEN'SMEN'S SHOWER RM SUPPLY DUCT SUPPLY DUCT SUPPLY DUCT SUPPLY DUCT 16' LIGHT FIXTURE 16' LIGHT FIXTURE 10' LIGHT FIXTURE 10' LIGHT FIXTURE 16' LIGHT FIXTURE 16' LIGHT FIXTURE MINI SPLIT MINI SPLIT SECTION: EAST WING, TRANSVERSE Scale: 1/8" = 1'-0"1 8' LIGHT FIXTURE 12' 12' ELEVATORLOBBY 12'12'12'12'12'12'10' 10'10'10'10'10'10'10'10'10'10' STAIR LANDING STAIRLANDING 11'-0 1/8"10'-5 1/8"2'-3 1/8"10'-0 5/8"5 A-305 FIRST FL - T.O. FINISH 100'-0" SECOND FL - T.O. FINISH 111'-11 3/8" 3RD FL - T.O. FINISH 123'-3 3/4" ADDITION ROOF - T.O. SLAB 123'-8 1/8" BASEMENT 90'-1 1/2" FIRST FL - T.O. FINISH 100'-0" SECOND FL - T.O. FINISH 111'-11 3/8" 3RD FL - T.O. FINISH 123'-3 3/4" ADDITION ROOF - T.O. SLAB 123'-8 1/8" BASEMENT 90'-1 1/2" FIRST FL - T.O. FINISH 100'-0" SECOND FL - T.O. FINISH 111'-11 3/8" 3RD FL - T.O. FINISH 123'-3 3/4" ADDITION ROOF - T.O. SLAB 123'-8 1/8" BASEMENT 90'-1 1/2" FIRST FL - T.O. FINISH 100'-0" SECOND FL - T.O. FINISH 111'-11 3/8" 3RD FL - T.O. FINISH 123'-3 3/4" ADDITION ROOF - T.O. SLAB 123'-8 1/8" BASEMENT 90'-1 1/2" PEAK OF ROOF FRAMING 137'-9" OPEN TO ADDITION OPEN TOADDITION OPEN TOADDITION OPEN TOADDITION 1'-6"MIN.1'-6"MIN.OPEN TOADDITIONOPEN TOADDITION SHOWER RM P5 P5 P5 P5 P5 P5GWB GWB GWB GWB GWBGWB GWB BRICK GWB GWB GWBGWB BRICK BRICK BRICK RAMP UP 5 A-305 9'-0"11'-0"9'-0"11'-0"7'-0"1'-8"9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 BUILDING SECTIONS: SOUTH & EAST WINGS A-305 130 DD128 101102127 126 103104BRICK 119 111 115 113118 112114 117 116124108121 110 109131 125 120 134 1051078x10.58x16 DDDD E EEEEEEE 26x1215x1018x1022x1216x1018x1026x1215x1018x1026x1215x1018x10BRICK 122123 SINK 48x16RET, 2ND 35x162ND SPRINKLERRISER 35x162ND 8x16CONF STEEL "V" BRAC E wall REFRIGERATO R REFRIGERATOR STOVE ELKAY SS SINK WITHIN INTEGRAL SS COUNTER TOP FROM ELKAYDW COFFEE MACHINE WOOD COUNTER DW ELKAY SS SINK WITHIN CUSTOM WOOD COUNTER 133132ICEMAKER OVENMICROOVENMICROEXISTI N G TRANS F O R M E R EXISTIN G TRANSFO R M E R 6'-0" x 5'-0"DOCKLEVELLER NEW CONCRETELOADING DOCK6'-8"x7'-5"x 6 ' - 1 0" DUMPSTER30"x30"SIDE DOOR 135BOTTLEFILLERKEY PLAN 2/A3053/A3054/A305 1/A305 4/A305 SECOND FLOOR 111'-11 3/8" THIRD FLOOR 123'-3 3/4" FIRST FLOOR 100'-0" SA EX. 14” BRICK WALL 1/2” AIR GAP 2x4 STUD WALL INSULATION (R-21 MIN.) 5/8” GWB EX. SHINGLES & ROOF DECKING 2x6± RAFTERS CLOSED CELL SPRAY FOAM (R-38 MIN.) 1x3 STRAPPING 5/8” GWB SHAFT OPENING AT 3RD FLOOR SHAFT OPENING AT 2ND FLOOR EX. DOOR EX. 14” BRICK WALL 1/2” AIR GAP 2x4 STUD WALL INSULATION (R-21 MIN.) 5/8” GWB EX. WINDOW W/ GWB RETURNS AT JAMBS & HEAD, 1x WOOD SILL EX. FOUNDATION NEW RAILING AT SHAFT NEW STOREFRONT AT SHAFT EX. FLOOR ASSEMBLY NEW FLOOR AT STAIRWELL OPENING NEW FLOOR AT STAIRWELL OPENING EX. JOISTS & STRUCTURE EX. FLOOR EX. FLOOR 7 A-606 SIM. EX. WINDOW W/ GWB RETURNS AT JAMBS & HEAD, 1x WOOD SILL DETAIL: SECTION @ 2ND FLOOR WINDOW SHAFT Scale: 1/4" = 1'-0"5 18 INFILL AT EXISTING DOOR TO CREATE SILL - MATCH ADJACENT WINDOW SILL HEIGHT 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 INTERIOR ELEVATIONS A-401 OPEN TO ELEVATOR LOBBY & ENTRY HALLELEVATOR DOOR OPEN TO RECYCLING AREA RECYCLINGBINS RECYCLING BINS MEN'SAHU-1 OPEN TO BATHROOM HALL OPEN TO RECYCLING AREA OPEN TO OPEN OFFICE OPEN TO PASSAGE TO ELEVATOR LOBBY CLOSET WOMEN'S ACCESSIBLE RESTROOM WOMEN'S MEN'S ACCESSIBLE RESTROOM11'-2"WOOD PLANKS WOOD PLANKS WOOD PLANKSWOOD PLANKS WOOD PLANKS WOOD PLANKS OPEN TO ENTRY HALL INT. ELEV. - 1st FL. - ELEVATOR LOBBY Scale: 1/4" = 1'-0"1 ELEVATOR LOBBY ELEVATOR LOBBY ELEVATOR LOBBY OPEN OFFICES OFFICES RECYCLING AREA HALL HALL RECYCLING AREA 9'-0"10'-1"9'-0"10'-1"10'-11 1/2"7'-0"8'-0"7'-0"SUPPLY DUCT SUPPLY DUCT SUPPLY DUCT OPEN TO ELEVATOR LOBBY ELEVATOR DOOR OPEN TORECYCLING AREA OPEN TO RECYCLING AREA 10'-3"WOOD PLANKSWOOD PLANKS INTERIOR ELEVATIONS - 2nd FLOOR BATHROOM CORE / ELEVATOR LOBBY / OPEN OFFICES Scale: 1/4" = 1'-0"8 SOUTH ELEVATION OPEN OFFICE / MAIL BOXES - EAST ELEVATION ELEVATOR LOBBY ELEVATOR LOBBY OPEN OFFICES OFFICES10'-3"8'-0"7'-0"SUPPLY DUCT RECYCLINGBINS RECYCLING BINS OPEN TO BATHROOM HALL OPEN TO ELEVATOR LOBBY CLOSET WOOD PLANKS WOOD PLANKS WOOD PLANKS OPEN TO PASSAGE ABOVE ENTRYHALL RECYCLING AREA - SOUTH ELEVATION RECYCLING AREA - NORTH ELEVATION BATHROOM HALLWAY / RECYCLING AREA - WEST ELEVATION ELEVATOR LOBBY / RECYCLING AREA / BATHROOM HALLWAY - EAST ELEVATION RECYCLING AREA HALL RECYCLING AREA7'-0"GWB RETURN DUCT GWB CEILING HEIGHT TO BE HIGHER THAN WINDOW HEAD HEIGHT WINDOW HEAD @ 10’-0 1/2” AFF JANITOR 2”x4” LIGHT COVE (BEYOND) 2”x3” LIGHT COVE (BEYOND) 2”x4” LIGHT COVE RETURN DUCT 8'-0"SUPPLY DUCT 2”x3” LIGHT COVE SUPPLY DUCT 9'-0"ELECTRICAL CLOSET ELECTRICAL CLOSET BRICK BRICK ELEVATOR LOBBY TO GYM INTERIOR ELEVATIONS - FAMILY SUPPORT ROOM Scale: 1/4" = 1'-0"13 NORTH ELEVATIONEAST ELEVATION SOUTH ELEVATION WEST ELEVATION GWB GWB GWB GWB GWBGWB SLOPEDCEILINGCABINETSBUILT-IN SHELVES REF. MIC. INTERIOR ELEVATION - 1st FLOOR - OPEN OFFICE / EAST ELEVATION Scale: 1/4" = 1'-0"2 INT. ELEV. - 1st FL. - BATHROOM HALLWAY / RECYCLING AREA - WEST Scale: 1/4" = 1'-0"5INT. ELEV. - 1st FL. - RECYCLING SOUTH Scale: 1/4" = 1'-0"3 INT. ELEV. - 1st FL. - RECYCLING NORTH Scale: 1/4" = 1'-0"4 INT. ELEV. - 1st FL. - BATHROOM HALLWAY / RECYCLING AREA - EAST Scale: 1/4" = 1'-0"6 INT. ELEV. - 2nd FL. - ELEVATOR LOBBY Scale: 1/4" = 1'-0"7 INT. ELEV. - 2nd FL. - BATHROOM HALLWAY / RECYCLING AREA - WEST Scale: 1/4" = 1'-0"11INT. ELEV. - 2nd FL. - RECYCLING SOUTH Scale: 1/4" = 1'-0"9 INT. ELEV. - 2nd FL. - RECYCLING NORTH Scale: 1/4" = 1'-0"10 INT. ELEV. - 2nd FL. - BATHROOM HALLWAY / RECYCLING AREA - EAST Scale: 1/4" = 1'-0"12 MEN'SAHU-1 OPEN TO OPEN OFFICE JANITOR WOMEN'S ACCESSIBLE RESTROOM MEN'S ACCESSIBLE RESTROOM WOOD PLANKS WOMEN'S BRICK BRICK ACCESS PANELFOR HVAC 3'-0"2'-0" 1'-0"3'-0"1'-6"2'-0"1'-6"1'-3"1'-3" SOFFIT ±9'-9" TO SOFFITSOFFITSOFFIT 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 INTERIOR ELEVATIONS A-402 7 A-605REV. INTERIOR ELEVATION - ACCESSIBLE WOMEN'S BATHROOM, 1ST FLOOR Scale: 1/2" = 1'-0"1 8'-0"8'-0"INTERIOR ELEVATION - ACCESSIBLE WOMEN'S BATHROOM, 2ND FLOOR Scale: 1/2" = 1'-0"4 8'-0"33" - 36"TYPICAL10'-0"TILE TILE TILE TILE TILE TILE TILE TILE TILE TILE TILE GWB GWB GWB GWB GWB GWB GWB GWB GWB GWBGWBGWB EAST ELEVATION EAST ELEVATION SOUTH ELEVATIONNORTH ELEVATIONWEST ELEVATION SOUTH ELEVATIONNORTH ELEVATIONWEST ELEVATION EAST ELEVATION SOUTH ELEVATIONNORTH ELEVATIONWEST ELEVATION FROSTED FILM AT ALL BATHROOM GLAZING 2”x4” LIGHT COVE 3'-0"6"2'-10"3'-0"6"2'-10"SOUTH ELEVATION INTERIOR ELEVATION - TYPICAL MEN'S BATHROOM, 1ST & 2ND FLOOR Scale: 1/2" = 1'-0"3 TILE TILE TILE EQ.8'-0"GWB GWBGWB GWB EAST ELEVATION NORTH ELEVATIONWEST ELEVATION EQ.3'-0"6"2'-10"INTERIOR ELEVATION - ACCESSIBLE MEN'S BATHROOM, 1ST FLOOR & 2ND FLOOR (SIM.) Scale: 1/2" = 1'-0"2 6"3'-6" 6"3'-6"1'-0"33" - 36"TYPICAL33" - 36"TYPICAL3'-6"3'-0"6"2'-10"3'-6" 1'-0"33" - 36"TYPICAL3'-6" 6"3'-6"1'-0"33" - 36"TYPICAL2”x4” LIGHT COVE 2”x4” LIGHT COVE2”x4” LIGHT COVE2”x4” LIGHT COVE2”x4” LIGHT COVE 2”x4” LIGHT COVE2”x4” LIGHT COVE 2”x4” LIGHT COVE2”x4” LIGHT COVE 2”x4” LIGHT COVE 2”x4” LIGHT COVE 2”x4” LIGHT COVE BLOCKING TO BE ADDED AS NECESSARY TO INSTALL GRAB BARS AT WINDOW BLOCKING TO BE ADDED AS NECESSARY TO INSTALL GRAB BARS AT WINDOW REV. 7 A-605 7 A-605 7 A-605 7 A-605 7 A-605 7 A-605 7 A-605 7 A-605 7 A-605 7 A-605 7 A-605 7 A-605 REV. REV. REV. REV.REV. CEILING HEIGHT AT EXISTING WINDOWS IS ELEVATED TO ACCOMMODATE WINDOW HEIGHT, TYP. BLOCKING TO BE ADDED AS NECESSARY TO INSTALL GRAB BARS AT WINDOW ALL WINDOW TRIM TO BE ORIGINAL OR SIMILAR, PAINTED. CEILING HEIGHT AT EXISTING WINDOWS IS ELEVATED TO ACCOMMODATE WINDOW HEIGHT, TYP. CEILING HEIGHT AT EXISTING WINDOWS IS ELEVATED TO ACCOMMODATE WINDOW HEIGHT, TYP. SCHLUTER JOLLY ANI 80, SATIN NICKEL ANODIZED ALUMINUM TYPICAL ALL ELEVATIONS AT TILE TO GWB TRANSITION SCHLUTER JOLLY ANI 80, SATIN NICKEL ANODIZED ALUMINUM TYPICAL ALL ELEVATIONS AT TILE TO GWB TRANSITION SCHLUTER JOLLY ANI 80, SATIN NICKEL ANODIZED ALUMINUM TYPICAL ALL ELEVATIONS AT TILE TO GWB TRANSITION SCHLUTER JOLLY ANI 80, SATIN NICKEL ANODIZED ALUMINUM TYPICAL ALL ELEVATIONS AT TILE TO GWB TRANSITION ALL DOOR TRIM TO BE 2" WIDE WOOD, PAINTED. ALL DOOR TRIM TO BE 2" WIDE WOOD, PAINTED. ALL DOOR TRIM TO BE 2" WIDE WOOD, PAINTED. ALL WINDOW TRIM TO BE ORIGINAL OR SIMILAR, PAINTED. ALL WINDOW TRIM TO BE ORIGINAL OR SIMILAR, PAINTED. FROSTED FILM FROSTEDFILM FROSTED FILM 1'-6" EQ.EQ. 1'-6" 1'-6" 1'-8" EQ.EQ. EQ.EQ. 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 INTERIOR ELEVATIONS A-403 LOCKERS 1'-6"6"6'-0"GWB GWB GWBSLOPEDCEILINGSLOPEDCEILING SLOPEDCEILINGSLOPEDCEILINGINTERIOR ELEVATION - LOUNGE & LOCKER ROOM, 3RD FLOOR, TYP. (CONTINUED) Scale: 1/2" = 1'-0"2 GWB GWB SLOPEDCEILINGGWB 4'-4 1/2"GWB GWB GWB 1 A-605 WOOD CAPWOOD CAP 8'-0"LOCKERS WOOD PANEL WAINSCOTING WOOD PANEL WAINSCOTING WOOD PANEL WAINSCOTING SOFFIT1'-0"1'-0"1'-0"1'-0"P3 S7S7 MIRROR MIRRORMIRROR MIRROR SUPPLYSUPPLY SHOWER ROOM #1 EXIT GWBGWBGWB GWB GWB 5'-0 3/4"GWB GWB INTERIOR ELEVATION - LOUNGE & LOCKER ROOM, 3RD FLOOR, TYP. WEST ELEVATION Scale: 1/2" = 1'-0"1 MECH. CLOSET(TRIMLESS FRAME)SHOWER ROOM #2 SHOWER ROOM #3 SHOWER ROOM #4 COVE LIGHT 1 A-605 WOOD CAP STOREFRONT, SAFETY GLASS, FROSTED FILM S2 S2 WOOD PANEL WAINSCOTING WOOD PANEL WAINSCOTING SOFFIT REF. 2'-1 1/2" V.I.F.V.I.F. CABINETS COUNTER & BACKSPLASH SINK3'-2 3/4" V.I.F. GWB 1 1/2"1'-0"2'-0"1'-4"2'-0"1'-0"1 1/2" SHELVES CAB.CAB.2'-10"3'-0"6"3'-0"GWB GWB SOFFIT1'-0"1'-0"1'-0"1'-0"P3 18 REDESIGNED COUNTER/CABINETS AND SOFFITS 18 REDESIGNED SOFFITS 18 REDESIGNED SOFFITS 18 REDUCED NUMBER OF FIXTURES, RELOCATED 18 REDUCED NUMBER OF FIXTURES, RELOCATED 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 INTERIOR ELEVATIONS A-404 GWB BENCH INTERIOR ELEVATION - LOUNGE & LOCKER ROOM, 3RD FLOOR, TYP. NORTH Scale: 1/2" = 1'-0"2 WOOD PANEL WAINSCOTING GWB SLOPEDCEILINGGWB GWB LOCKERS BENCH OPEN TO WALL ADJACENT TO ENTRY DOOR GWB GWB OPEN TO BEYOND LOCKERS WOOD PANEL WAINSCOTING INTERIOR ELEVATION - LOCKER ROOM, 3RD FLOOR, TYP. NORTH Scale: 1/2" = 1'-0"3 1 A-605 GWB GWB SLOPEDCEILINGCOVE LIGHT GWB GWB CABINETS S7 GWB SOFFIT 1'-0"1'-10 3/8" P3P3P3 WOOD CAP INTERIOR ELEVATION - LOUNGE & LOCKER ROOM, 3RD FLOOR, TYP. SOUTH ELEVATION Scale: 1/2" = 1'-0"1 GWB GWB GWB WOOD PANEL WAINSCOTINGSLOPEDCEILING SLOPEDCEILINGSLOPEDCEILINGSTOREFRONT, SAFETY GLASS, FROSTED FILM CABINETS8'-0"1 A-605 LINEAR DIFFUSER RETURN RETURN AIR SUPPLY AIR COVE LIGHT GWB P3 GWB INTERIOR ELEVATION - SHOWER ROOM, 3RD FLOOR, TYP. Scale: 1/2" = 1'-0"4 1'-6"7'-9"TILETILETILETILE TILE TILETILE SOUTH ELEVATION EAST ELEVATION (FROM TOILET ROOM)EAST ELEVATION (IN SHOWER ROOM NORTH ELEVATION WEST ELEVATION (FROM SHOWER ROOM)WEST ELEVATION IN TOILET ROOM) 2”x4” LIGHT COVE2”x4” LIGHT COVE 3'-0"6"2'-10"TILE 7 A-605 7 A-605 OPEN TO SHOWER BEYOND 32" X 72" GLASS SHOWER DOOR 32" X 72" GLASS SHOWER DOOR 32" X 72" GLASS SHOWER DOOR 32" X 72" GLASS SHOWER DOOR BIULLNOSE TILE AT SHOWER OPENING TILE OPEN TO TOILET ROOM BEYOND 3'-6"1'-8" ALL DOOR TRIM TO BE 2" WIDE WOOD, PAINTED. BENCHBENCH 18 REDESIGNED SOFFITS 18 REDESIGNED SOFFITS 18 REMOVE BUILT-IN BENCH (FREE-STANDING BENCH BY OWNER) 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 INTERIOR ELEVATIONS A-405 TYP. INTERIOR ELEVATION - TYPICAL WOMEN'S BATHROOM, 1ST & 2ND FLOOR Scale: 1/2" = 1'-0"1 TILE TILE TILE GWB GWB GWB 8'-0"GWB EAST ELEVATION SOUTH ELEVATIONNORTH ELEVATIONWEST ELEVATION 2”x4” LIGHT COVE2”x4” LIGHT COVE 3'-0"6"2'-10"1'-6" 1'-6"9'-6"TILE GWB GWB TILE EAST ELEVATION NORTH ELEVATION BLOCKING TO BE ADDED AS NECESSARY TO INSTALL GRAB BARS AT WINDOW 2”x4” LIGHT COVE INTERIOR ELEVATION - ACCESSIBLE MEN'S BATHROOM, 2ND FLOOR Scale: 1/2" = 1'-0"2 8'-0"5'-0"TILE TILE GWB GWB SOUTH ELEVATIONWEST ELEVATION 2”x4” LIGHT COVE 3'-0"6"2'-10"6"33" - 36"MATCH WINDOW APRONTILE GWB TILE INTERIOR ELEVATION - ACCESSIBLE BATHROOM, 3RD FLOOR Scale: 1/2" = 1'-0"3 SOUTH ELEVATION 9'-3 1/2" MAX.2”x4” LIGHT COVE EAST ELEVATION TILE GWB NORTH ELEVATION 2”x4” LIGHT COVE GWB 3'-0"6"2'-10"TILE 1'-7"WEST ELEVATION INTERIOR ELEVATION - PRESIDENT'S BATHROOM Scale: 1/2" = 1'-0"4 1'-8" TILE GWB 8'-0"GWB NORTH ELEVATIONWEST ELEVATION 2”x4” LIGHT COVE 2'-2"10 1/2"3'-2"3'-0"6"2'-10 1/4"TILE GWB 8'-0"SOUTH ELEVATION 2”x4” LIGHT COVE TILE GWB VANITY CLOTHES HOOKS TOWEL ROD 3'-6" 3'-6"6" MIRROR BEYOND VENEER PLY SILL SINK BEYOND VENEER PLY SILL TOILET BEYOND 33" - 36"TYPICAL1'-0"33" - 36"MATCH WINDOW APRON1'-0" 3'-6" 3'-6"33" - 36"TYPICALSCHLUTER JOLLY ANI 80, SATIN NICKEL ANODIZED ALUMINUM TYPICAL ALL ELEVATIONS AT TILE TO GWB TRANSITION SCHLUTER JOLLY ANI 80, SATIN NICKEL ANODIZED ALUMINUM TYPICAL ALL ELEVATIONS AT TILE TO GWB TRANSITION SCHLUTER JOLLY ANI 80, SATIN NICKEL ANODIZED ALUMINUM TYPICAL ALL ELEVATIONS AT TILE TO GWB TRANSITION SCHLUTER JOLLY ANI 80, SATIN NICKEL ANODIZED ALUMINUM TYPICAL ALL ELEVATIONS AT TILE TO GWB TRANSITION 7 A-605 CEILING HEIGHT AT EXISTING WINDOWS IS ELEVATED TO ACCOMMODATE WINDOW HEIGHT, TYP. ALL WINDOW TRIM TO BE ORIGINAL OR SIMILAR, PAINTED. ALL WINDOW TRIM TO BE ORIGINAL OR SIMILAR, PAINTED. ALL WINDOW TRIM TO BE ORIGINAL OR SIMILAR, PAINTED. ALL DOOR TRIM TO BE 2" WIDE WOOD, PAINTED. ALL DOOR TRIM TO BE 2" WIDE WOOD, PAINTED. ALL DOOR TRIM TO BE 2" WIDE WOOD, PAINTED. ALL DOOR TRIM TO BE 2" WIDE WOOD, PAINTED. FROSTED FILM FROSTED FILM FROSTED FILM 5'-0"5'-0"5'-0"5'-0"1'-6" 1'-8" 4'-8" 1'-8" MIRROR 24" X 36" WEST ELEVATION 3'-5 7/8" MIRROR BENCH BENCH INTERIOR ELEVATION - WEST WING, 1ST FLOOR - EXISTING WALL LOOKING TOWARD ADDITION Scale: 1/4" = 1'-0"3 INTERIOR ELEVATION - WEST WING, 3RD FLOOR - RAMP AND STAIRS TO ROOF TERRACE Scale: 1/4" = 1'-0"1 EXIST STEEL BEAM EXIST STEEL BEAM NEW STEEL BEAM 23'-5 1/2" EXIST BRICK EXIST BRICK NEW GWBNEW GWB 4'-0" 3'-8 1/8" NEW GWBNEW GWB 1 RETURN DUCT 1'-2"BEAM?1'-2" REMOVE BRICK NEW STEEL COL. BEYOND 9'-3"10'-4 3/4"10'-4 3/4"EXISTING OPENING EXISTING OPENING EXISTING OPENING EXISTING OPENING 11'-1 1/4"2'-1 1/4" EXIST BRICKNEW GWB EXIST BRICKEXIST BRICK GLASS DUCT BEYOND DUCT BEYOND10'-4 3/4"NEW GWBNEW GWBNEW GWB 2 16' LIGHT FIXTURE P4 OPEN TO STAIRWELL 3 12' LIGHT FIXTURE P4 10' LIGHT FIXTURE GWB GWB GWB GWB GWB GWB GWB EXISTING BRICK 42" HALF WALL EXIST BRICK 12' LIGHT FIXTURE 7'-11" P6P6P6 EXIST BRICK P6 P6P6 W8x24 9'-9 7/8"EXIST STEEL COL. INTERIOR ELEVATION - WEST WING, 2ND FLOOR - EXISTING WALL LOOKING TOWARD ADDITION Scale: 1/4" = 1'-0"2 REMOVE BRICK BELOW EXISTING CMU EXIST STEEL COL. EXIST STEEL COL. NEW OPENINGEXISTING OPENING EXIST STEEL BEAMEXIST STEEL BEAMEXIST STEEL BEAMEXIST STEEL BEAM EXISTING OPENING 6'-7 7/8" NEW OPENING NEW LINTEL TO CLEAN UP BRICK WORK EXISTING DECORATIVE BRICK WORK EXISTINGOPENING 7'-5 1/2" EXISTING OPENINGNEW OPENING EXISTING OPENING NEW LINTEL TO CLEAN UP BRICK WORK NEW GWB NEW GWB 10'-11 7/8"SUPPLY DUCT SUPPLY DUCT SUPPLY DUCTSUPPLY DUCT EXIST STEEL BEAM EXIST STEEL BEAM W8x24 NEW LINTEL BEYOND TO CLEAN UP BRICK WORKSLOPEDCEILINGSLOPEDCEILINGSLOPEDCEILINGSLOPEDCEILINGGWBSEE FAMILY ROOM INTERIOR ELEVATIONS 13/A-401 GWB SKYLIGHT OPENING SLOPEDCEILINGEXISTING SKYLIGHT TO REMAIN ANGLED OPENING FOR SKYLIGHT SLOPE TO MATCH SLOPED CEILING GWB 1'-4" NEW STEEL COL. BEYOND9'-7 1/2"DUCT BEYOND 35X16 DUCT BEYOND 48X16 DUCT BEYOND 35X16 EXIST STEEL COL. DUCT BEYOND 8X16 NEW STEEL COL. BEYOND NEW STEEL DOUBLE C-CHANNELS CHASE10'-11 7/8"NEW STEEL COL. BEYOND NEW STEEL COL. 16' LIGHT FIXTUREP5 OPEN TO ADDITION RECEPTION DECK GWB W8x2412' LIGHT FIXTURE8'-1 1/2"7'-0"9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 INTERIOR ELEVATIONS A-406 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 INTERIOR ELEVATIONS A-407 NEW W10x22 NEW W10x22 TTY TTY F.E.1FCUFCU FCU FCUFCUFCUFCUFCUFCUFCUFCUFCUFCUTTYTTYFCUFCUSTAIR 2 STAIR 5STAIR 3STAIR 1WEST WINGSOUTH WING EAST WING NORTH WINGRETAIN AND PROTECT EXISTING 2ND FLOOR WOOD FINISHESGENERAL NOTE: DEMO INTERIOR FINISHES, PLASTER, GWB, FURRING AND ASSOCIATED MATERIALS AT EXTERIOR WALLS. EXPOSE BRICK. PREP. FOR INSTALLATION OF NEW FURRED FINISH WALL & INSULATION. TYPICAL.GAWITH HALL- SECOND FLOOR DEMO PLANScale: 1/8" = 1'-0"D102051015 FTDEMO EXISTING INTERIOR AT SOUTH WINGDEMO EXISTING INTERIOR AT WEST WING DEMO EXISTING INTERIOR AT NORTH WING STRUCTURAL WALL TO REMAIN TYP.REUSE EXIST. ELEVATORMODIFY WALLS AT EXIST. CENTRAL STAIR TO REMAIN EXISTING CHIMNEY TO REMAINDEMO EXISTING EXTERIOR WALL AS INDICATEDDEMO EXISTING INTERIOR AT NORTH WINGDEMO EXISTING INTERIOR AT NORTH WING STRIP FLOOR TOFRAMING, NEWSUBFLOOR PERSTRUCTURALSTRIP TO EXISTINGVIABLE SUBFLOOR,PATCH AS REQUIREDRE USEEXISTINGFINISHEDFLOOR RE USEEXISTINGFINISHEDFLOORSTRIP TO EXISTINGVIABLE SUBFLOOR,PATCH AS REQUIREDSTRIP TO EXISTINGVIABLE SUBFLOOR,PATCH AS REQUIREDRE USEEXISTINGFINISHEDFLOOR RE USEEXISTINGFINISHEDFLOOR RE USEEXISTINGFINISHEDFLOORSTRIP FLOOR TOFRAMING, NEWSUBFLOOR PERSTRUCTURALRE USEEXISTINGFINISHEDFLOOR RE USEEXISTINGFINISHEDFLOOR41'-8"14'-2"19'-9"21'-5"29'-2"41'-7"24'-5"45'-4"15'-5"52'-10"22'-11"2 222AAAAAAAAAAAAABBBBBBBBBBBBB22621~ppl22~ppl19~ppl14~ppl BBBB206207211210209208223BB228203201212229printprintprint1ST & 2ND FLOOR COMBUSTION AIR & EXHAUST FLUE TO ROOF1ST FLOOR 16x1026x1215x10BCCCCCCCCCC 1A-126AAAAAAAABBBBBBBBBB5'-10"6'-0"216214219212215 218FURNACE58x10.58x1648x16RET, 2ND35x162ND8x16CONF 227A 4'-4"AAAAAAprintprinter counter222 224 RD221printer counter 227HALL214 9B 9B9B18A118A14A9A 4A9B111100000 10112111111119A9A8A8A19A9A111112121212121212121111111112221114A4A9BEXISTING OPENINGSREMOVE SILL, CUT NEW OPNEING TO FLOOR LEVELREMOVE SASH & TRIM, TYP.SEE D-203RAILING IN OPENINGAT STAIRWELL REMOVE SASH,REINSTALL TRIMTIGHT TO BRICK.GUARD RAIL INWINDOW OPENINGS.HALL214MEN220MEN215WOMEN216WOMEN217JANITOR218 OPEN OFFICE & MEETING201 PRIVATE OFFICE205CORRIDOR211PRIVATE W.C.207AOPEN OFFICE204HALL212ELEVATOR LOBBY213OPEN OFFICE224PRIVATE OFFICE222MECH.219CLOS.214AELEC. CLOS.221MEETING ROOM223 CONFERENCE RM.203PRIVATE OFFICE202 PRIVATE OFFICE206PRIVATE OFFICE207PRIVATE OFFICE208PRIVATE OFFICE209PRIVATE OFFICE210EX. ELEVATORPRIVATE OFFICE226 OPEN OFFICE225PRIVATE OFFICE227 FINISH FLOOR ELEVATION+ 112-2 1/2"FINISH FLOOR ELEVATION+ 112'-2 1/2"FINISH FLOOR ELEVATION+ 112'-0 1/4"FINISH FLOOR ELEVATION111'-11 3/8"8B11B11A123A5A4B6EXISTING BRICK WALLS TO REMAINNEW INSULATED EXTERIOR WALLS, BRICK, AIR GAP, BARRIER, INSULATION, SHEATHING, 1-1/4 X 3 5/8" METAL STUD FURRED, 5/8" GWBDEMO WALLSGENERAL NOTESNEW GYPSUM WALL BOARD CEILINGS, PRIMED AND PAINTED THROUGHOUT WORK AREA, OTHERS TO REMAIN PAINT INTERIOR SURFACES: WALLS, CEILING, TRIM, DOORS, AND WINDOWSREFINISH EXISTING WOOD FLOORSNEW WALL AT EXISTING BRICK WALL, 1" AIR GAP, 1-1/4 X 3-5/8" METAL STUD FURRING, CLAD WITH 5/8" GWB, INSULATEDNEW LOW WALL, 1-1/4 X 3-5/8" METAL STUD WALL, CLAD WITH 5/8" GWB, WOOD CAPNEW FULL HEIGHT, 1-1/4 X 3-5/8" METAL STUD WALL, CLAD WITH WOOD, SOUND INSULATEDNEW FULL HEIGHT, 1-1/4 X 3-5/8" METAL STUD WALL, CLAD WITH TILE, SOUND INSULATEDNEW FULL HEIGHT, 1-1/4 X 5-1/2" METAL STUD WALL, CLAD WITH 5/8" GWB, SOUND INSULATED7NEW FULL HEIGHT, GLASS/GWB WALL WITH 1-1/4 X 3-5/8" METAL STUD SOFFIT CLAD WITH 5/8" GWB 08A9ANEW FULL HEIGHT, GLASS/GWB WALL WITH 4'-0" TALL 1-1/4 X 3-5/8" METAL STUD WALL CLAD WITH 5/8" GWB, WITH SIMILAR SOFFIT ABOVE9BNEW FULL HEIGHT, GLASS/GWB WALL WITH 1'-6" STUD BASE, SOFFIT CLAD WITH 5/8" GWB, VARYING WIDTH, 1-1/4 X 3-5/8" METAL STUD 5BNEW FULL HEIGHT, 1-1/4 X 3-5/8" METAL STUD WALL, CLAD WITH TILE, SOUND INSULATED5CNEW FULL HEIGHT, 1-1/4 X 5-1/2" METAL STUD WALL, CLAD WITH TILE, SOUND INSULATED5DNEW FULL HEIGHT, 1-1/4 X 8" METAL STUD WALL, CLAD WITH TILE, SOUND INSULATED10NEW 2" CLOSED-CELL SPRAY FOAM INSULATION OVER EXISTING STONE/MASONRY FOUNDATION, COVERED WITH INTUMESCENT PAINTNEW FULL HEIGHT, 1-1/4 X 3-5/8" METAL STUD WALL, CLAD WITH 5/8" GWB AND WOOD, OVER EXISTING ELEVATOR SHAFT CMU WALLNEW FULL HEIGHT, 7/8" HAT CHANNEL, CLAD WITH 5/8" GWB AND WOOD, OVER EXISTING ELEVATOR SHAFT CMU WALL4ANEW FULL HEIGHT, 1-1/4 X 3-5/8" METAL STUD WALL, CLAD WITH 5/8" GWB, SOUND INSULATEDNEW FULL HEIGHT, GLASS/GWB WALL 12NEW FULL HEIGHT INFILL AT STAIRWELLS, 1-HR FIRE RATED 1-1/4 X 3-5/8" METAL STUD WALL, CLAD WITH 5/8" GWB, SOUND INSULATED4B3BNEW INSULATED EXTERIOR WALLS, BRICK, AIR GAP, BARRIER, INSULATION, SHEATHING, 1-1/4 X 3 5/8" METAL STUD FURRED, 5/8" GWB8B13FIRE BARRIER AT STAIRS, 5/8" GWB, 1-1/2"x3-5/8" METAL STUDS, 3" ACOUSTICAL BATTS12NEW 1-1/2 X 4" C-H METAL STUD FURRED, SHAFT WALL 2A-6082ND FLOORSUPPLY & RETURNFROM BASEMENT 2ND FLOOR SUPPLY FROM BASEMENTEXHAUST FLUES FROM BASEMENT BOILERSRAILING AT OPENING 1ST & 2ND FLOOR SUPPLY & RETURN FROM ROOFTOP UNITS. 2ND FLOOR BATHROOM EXHAUST & PLUMBING VENTEQ.EQ.11'-3 1/2"5'-1 1/2"12'-6"19'-8"6'-0"3'-0 1/2"6'-0"7 1/4"1'-2"5'-10"6'-0"5'-10"7'-0"3'-4 1/4"10'-0"3'-4 1/4"COUNTER AT RAIL, TYP.35x16GWBGWBGWB GWBGWB11'-4 3/4" AFFGWB GWBGWBGWBGAWITH HALL- SECOND FLOOR RCPScale: 1/8" = 1'-0"A102 DRAFT CURTAIN, MIN. 18" BELOW ADJACENT CEILING DRAFTCURTAIN ATWINDOWOPENINGS,MIN. 18"BELOWADJACENTCEILINGOPEN TO ABOVE15x102ND FLOOR 8x10.58x12GWB±9'-9" AFFGWB±10'-5" AFFGWB9'-0" AFFGWB±10'-5" AFF GWB±10'-5" AFF GWB±9'-9" AFFGWB±9'-9" AFFGWB±9'-9" AFFGWB±9'-9" AFF GWB±9'-9" AFF GWB±9'-9" AFFGWB±9'-11" AFFGWB±9'-9" AFF GWB±9'-9" AFF WOOD PANELSWITH SOUNDATTENUATIONBATTS, TYP.GWBGWBGWBWOOD PANELSWITH SOUNDATTENUATIONBATTS, TYP.GWB GWB±8'-4" AFFGWB steel trusssteel trusssteel trusssteel trusssteel trusssteel trusssteel truss2A-124 D-2052BOTTLEFILLER INTERIOR ELEVATION - 2ND FLOOR CORRIDOR Scale: 1/4" = 1'-0"1 INTERIOR ELEVATION - 2ND FLOOR CORRIDOR Scale: 1/4" = 1'-0"3 OPEN OPEN OPEN GWB GWB GWB GWB GWB GWB OPEN P6 P6 P6 NEW GWB NEW GWB NEW GWB EX. BRICK P4P4 P4 P4 P4 P4 P4 GWB GWB GWB GWBGWB GWB NEW GWB EX. BRICK OPEN TO ELEVATOR LOBBY NEW GWB OPEN TO EAST WING P6P6 NEW GWBNEW GWB INTERIOR ELEVATION - 2ND FLOOR HALL Scale: 1/4" = 1'-0"2 EAST SOUTH WEST NORTH NEW GWB 8'-0"8'-0"WEST P4 GWBGWB GWBGWBGWBGWBGWBFRAMELESS GLASS DOOR GWB PAINT 1 GWB PAINT 1 GWB PAINT 1 GWB PAINT 1 GWB PAINT 1 FRAMELESS GLASS DOOR WITH LADDER HANDLES, TYP. ALUMINUM STOREFRONTFRAME, TYP. GWB PAINT 2 AT 5/8" PROJEC- TION AT WRAPPED COLUMN PRIVATE OFFICE 209 CORRIDOR 211 ADDITIONAL LAYER OF GWB AT WRAPPED COLUMN TO CREATE 5/8" PROJECTION INTO CORRIDOR, WITH METAL CORNER BEADS, TYP. METAL CAP TO WRAP COLUMN AT INTERSECTION WITH PARTITION WALL, TYP. ALUMINUM STOREFRONT FRAME WITH BUTT GLAZING, TYP. METAL CAP TO WRAP COLUMN AT INTERSECTION WITH PARTITION WALL, TYP. ALUMINUM STOREFRONT FRAME, TYP. PLAN & ELEVATION: PRIVATE OFFICE STOREFRONT DETAIL Scale: 1/2" = 1'-0"6 4 A-407 ALUMINUM STOREFRONT FRAME WITH BUTT GLAZING, TYP. 4 A-407 5 A-407 VAR. GWB PAINT 1 KNEEWALL GWB PAINT 1 SOFIT GWB PAINT 1 OPEN TO OFFICE BEYOND OPEN TO OFFICE BEYOND SOFIT GWB PAINT 1 CORRIDOR 211 OPEN OFFICE 204 GWBPAINT 2 AT 5/8" PROJEC- TION AT WRAPPED COLUMN PLAN & ELEVATION: OPEN OFFICE STOREFRONT DETAIL Scale: 1/2" = 1'-0"7 ALUMINUM STOREFRONTFRAME, TYP. ALUMINUM STOREFRONT FRAME WITH BUTT GLAZING, TYP. ALUMINUM STOREFRONT FRAME WITH BUTT GLAZING, TYP. OPENING BETWEEN OPENOFFICE AND CORRIDOR ADDITIONAL LAYER OF GWB AT WRAPPED COLUMN TO CREATE 5/8" PROJECTION INTO CORRIDOR, WITH METAL CORNER BEADS, TYP. 5 A-407 KNEEWALL GWB PAINT 1 GWB PAINT 1 KNEEWALL GWB PAINT 1 OPEN TO OFFICE BEYOND SOFIT GWB PAINT 1 ALUMINUM STOREFRONT FRAME, TYP. ELEVATION: FULL GLAZING DETAIL, OPEN OFFICES Scale: 1/2" = 1'-0"8 FRAMELESS GLASS DOOR WITH LADDER HANDLES, TYP. SOFIT GWB KNEEWALL GWB PAINT 1 GWB PAINT 1 KNEEWALL GWB PAINT 1 SOFIT GWB OPEN TO OFFICE BEYOND SOFIT GWB PAINT 1 ELEVATION: FULL GLAZING DETAIL, CONFERENCE ROOMS Scale: 1/2" = 1'-0"9 ALUMINUM STOREFRONTFRAME, TYP. GLASS DOOR AT CONFERENCE ROOM WITH ACOUSTIC SEALS, TYP. SILICONE SEALANT AT BUTT GLAZING JOINTS ATCONFERENCE ROOM METAL CAP TO WRAP COLUMN AT INTERSECTION WITH PARTITION WALL, TYP. ALUMINUM STOREFRONT FRAME, TYP. BUTT GLAZING, TYP. METAL STUDS, TYP GWB, TYP. CORRIDOR DETAIL: STOREFRONT AT OFFICES Scale: 1" = 1'-0"4 ALUMINUM STOREFRONT FRAME, TYP. BUTT GLAZING, TYP.STEEL COLUMN, PER SCHEDULE ADDITIONAL LAYER OF GWB AT WRAPPED COLUMN TO CREATE 5/8" PROJECTION INTO CORRIDOR, WITH METAL CORNER BEADS, TYP. METAL STUDS, TYP GWB, TYP.PRIVATE OFFICE CORRIDOR DETAIL: COLUMN AT OFFICES Scale: 1" = 1'-0"5 18 DETAILS FOR STOREFRONT 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 INTERIOR ELEVATIONS 1ST FLOOR A-408 NEW W10x22 GWB openopen INTERIOR ELEVATION - LARGE CONFERENCE ROOM, 1ST FLOOR Scale: 1/4" = 1'-0"1 INTERIOR ELEVATION - LARGE CONFERENCE ROOM, 1ST FLOOR Scale: 1/4" = 1'-0"4 open to offices INTERIOR ELEVATION - 1ST FLOOR OFFICE CORRIDOR Scale: 1/4" = 1'-0"7 INTERIOR ELEVATION - RECEPTION AREA Scale: 1/4" = 1'-0"5 INTERIOR ELEVATION - RECEPTION AREA Scale: 1/4" = 1'-0"6 open supply air duct supply air ductBRICK GWBGWB GWB GWB GWB supply GWB GWBGWB GWBGWB GWB GWB NEW W10x22 INTERIOR ELEVATIONS - 1st FLOOR ENTRY VESTIBULE Scale: 1/4" = 1'-0"8 NORTH ELEVATION EAST ELEVATION SOUTH ELEVATION WEST ELEVATION EX. BRICK GWBGWB TO ENTRY LOBBY BRICK exist joists exist joists exist joistsexist joists NEW W10x22NEW W10x22 INTERIOR ELEVATION - 1ST FLOOR EAST WING, OFFICE CORRIDOR, EAST Scale: 1/4" = 1'-0"9 GWB GWB open2'-10 1/4"6'-7 3/4"1'-6"11'-0"8'-7"6'-0"10'-8"6'-0"10'-8"6'-0"8'-0" open open SUPPLY DUCT (RETURN DUCT BEYOND) GWBGWBGWBGWB2'-10 1/4"6'-7 3/4"1'-6"open to stair 8'-0"6'-0"10'-8"6'-0"10'-10"3'-0"11'-5" BRICK GWB GWB GWBGWBGWBGWB GWB GWB INTERIOR ELEVATION - LARGE CONFERENCE ROOM, 1ST FLOOR Scale: 1/4" = 1'-0"2 INTERIOR ELEVATION - LARGE CONFERENCE ROOM, 1ST FLOOR Scale: 1/4" = 1'-0"3 GWB GWBGWBFOLDING OR OVERHEAD DOOR (TBD) reception desk reception desk TO PRODUCTION ROOM ENTRY LOBBY EXISTING BUILDING | NEW ADDITION RADIATOR (5" PROJECTION) RADIATOR(2" PROJECTION) to conf.room SILICONE SEALANT AT BUTT GLASS AT CONF. ROOM ONLY, TYP. to conf. room to conf. roomGWB GWB GWB GWBGWBGWBGWB STOREFRONT GLAZING STOREFRONT GLAZING to conf. room SILICONE SEALANT AT BUTT GLASS AT CONF. ROOM ONLY, TYP. GWB SOFFIT STOREFRONT GLAZING STOREFRONT GLAZING STOREFRONT GLAZING STOREFRONT GLAZING STOREFRONT GLAZING STOREFRONT GLAZING STOREFRONT GLAZING TO OUTSIDE INTERIOR ELEVATION - WEST WING, 1ST FLOOR - EXISTING WALL LOOKING TOWARD ADDITION (FRAMING & GWB NOT SHOWN FOR CLARITY) Scale: 1/2" = 1'-0"3 GWB EXIST STEEL BEAM EXIST STEEL BEAM EXIST BRICK NEW GWB P4 EXIST STEEL COL.EXIST STEEL COL.EXISTING OPENING NEW OPENING10'-11 7/8"NEW GWB 1'-4"NEW STEEL COL. BEYONDEXIST STEEL COL.NEW STEEL COL. BEYOND35x1648x16 8x16EXIST STEEL COL.35x16NEW STEEL V-BRACE NEW STEEL DOUBLE C-CHANNELS 9'-7 1/2"NEW STEEL COL. RECEPTION DESK GWB HOOD DUCT 7'-11"WOOD WOOD WOOD GWB GWB EXPOSED DUCT EXPOSED DUCTEXPOSED DUCT NEW EXPOSED STEEL COLUMNEXPOSED STEEL BEAM EXPOSED STEEL BEAM EXPOSED DUCT WOOD COUNTER WOOD WOOD ELEVATION AT 1ST FLOOR KITCHENETTE Scale: 1/2" = 1'-0"2 WOOD EXIST STEEL BEAM WOOD BOARDS 4'-4"16'-5"4" 21'-1" WOOD COUNTER (3) LAYERS 5/4" X 5-1/2" WOOD BOARDS NEW STEEL V-BRACE (HIDDEN)1'-2"EE26x12 15x10 18x1026x1215x1018x1026x1215x1018x10 BRICK 3'-6 1/2"3'-8"3'-6 1/2"6"SINK 48x16 RET, 2ND 35x16 2ND SPRINKLERRISER35x16 2ND8x16CONF STEEL "V" BRACE 48x16 RET, 2ND 35x16 2ND8x16CONF REFRIGERATOR REFRIGERATORSTOVEELKAY SS SINK WITHIN INTEGRAL SS COUNTER TOP FROM ELKAYDW COFFEE MACHINEWOOD COUNTER DW ELKAY SS SINK WITHIN CUSTOM WOOD COUNTER ICE MAKER OVEN MICROOVENMICRO ENLARGED PLAN AT 1ST FLOOR KITCHENETTE Scale: 1/2" = 1'-0"4 7'-4"4'-0"3'-4"18'-9 1/2" 2/A-410 1/A-410 2/A-409 3/A-409 21'-1" REMOVED BRICK WALL RECEPTION DESK SERVER ROOM 6'-1"7'-11"9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 A-409 INTERIOR ELEVATIONS 1ST FLOOR KITCHEN 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 KITCHEN DETAILS A-4106"3'-0"6"1 1/2"2'-10 1/2"2'-0"1'-5"2'-1" STAINLESS STEEL INTEGRAL BACKSPLASH BY ELKAY SILICONE SEALANT BY METAL FABRICATOR SUBSTRATE BY ELKAY STAINLESS STEEL INTEGRAL SINK, ELKAY CROSSTOWN 16 GAUGE EFRU281610DBG 3 1/2"1'-4" STAINLESS STEEL COUNTERTOP BY ELKAY CABINET BY CABINET VENDOR CABINET BY CABINET VENDOR APPLY ACOUSTIC DAMPING MATERIALS STAINLESS STEEL BACKSPLASHBY METAL FABRICATOR 3/4" ± CABINET BY CABINET VENDOR3'-0"1"2 1/2"1'-5" STAINLESS STEEL CUSTOM SINK, ELKAY (BASED ON CROSSTOWN ECTSR15159BG ) APPLY ACOUSTIC DAMPING MATERIALS6"WOOD COUNTER 5 SS STEEL SINK ROUTED INTO WOOD COUNTERTOP SILICONE SEALANT ELKAY STAINLESSSTEEL CUSTOM SINK 5/4x6 WOODLAMINATED COUNTERTOP CABINETS BY VENDOR WALL ASSEMBLY, BY CONTRACTOR: WOOD PLANK CLADDING 5/8" GWB 2X4 FRAMING FAUCET SILICONE ADHESIVE 1-1/2"1'-5"4"1-1/2"6"1-1/2"6"±1-1/25"1'-10 1/2"1'-3" 2'-0" HARD WOOD COUNTERTOP, FINISHED WITH 3 COATS OF POLYURETHANE 4-7/8" CABINET BY CABINET VENDOR CABINET BY CABINET VENDOR HOOD DUCT HOOD DUCT UNDERCABINET LIGHT 1'-6"COUNTER SECTION Scale: 1 1/2" = 1'-0"2 COUNTER SECTION @ SINK Scale: 1 1/2" = 1'-0"3 COUNTER SECTION @ SINK Scale: 1 1/2" = 1'-0"4 DETAIL AT SINK AT WOOD COUNTERTOP Scale: 6" = 1'-0"5 ENLARGED CUSTOM SINK Scale: 3" = 1'-0"6 GWB HOOD DUCT 6'-6"WOOD WOOD GWB GWB EXPOSED DUCTEXPOSED DUCT EXPOSED STEEL BEAM EXPOSED DUCT WOOD WOOD SINK HOOD COOKTOP 2'-6"STAINLESS BACKSPASH METAL SHELVES DW 4 5/8" STAINLESS CTR. STAINLESS CTR. MIRROR CLAD WALL 3'-0"2'-0"3'-0"2'-0"2'-6"2'-0"1'-0"3'-0" 18'-9 1/2" 3/4"3/4"3'-0"1'-6"2'-0"5'-10 1/2"7 1/2"WOOD PANEL TO MATCH CABS WOOD PANEL TO MATCH CABS WOOD PANEL TO MATCH CABS WOOD PANEL TO MATCH CABS WOOD PANEL TO MATCH CABS COFFEEDWRECEPTION DESK 7'-11"WOOD WOOD EXPOSED DUCT EXPOSED STEEL COLUMNEXPOSED STEEL BEAM STAINLESS CTR. ELEVATION AT 1ST FLOOR KITCHENETTE - REAR COUNTER Scale: 1/2" = 1'-0"1 WOOD COUNTER 3'-0"WOOD SIDE WALL 2'-0" 16'-5" 2'-0" oven 5" ovenPull out garbage Pull out garbage 3'-0" DOOR Drawer Microwave Drawer Microwave 5" ICE MAKER 21'-1" 1'-3"1'-6"4"4'-4"5"2'-6"5"2'-6" 2'-9" P6P6P6P6P6P6 ELEVATION AT 1ST FLOOR KITCHENETTE - BACK OF ISLAND Scale: 1/2" = 1'-0"1 ELEVATION AT 1ST FLOOR KITCHENETTE - REAR COUNTER Scale: 1/2" = 1'-0"2 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 SECOND FLOOR CONFERENCE ROOM A-411return air duct48x16INTERIOR ELEVATION - 2ND FLOOR CONFERENCE ROOM - WEST Scale: 1/2" = 1'-0"1 WOOD PLANKS WOOD PLANKS STOREFRONT BRICKBRICK10'-1"INTERIOR ELEVATION - 2ND FLOOR CONFERENCE ROOM - EAST Scale: 1/2" = 1'-0"2 INTERIOR ELEVATION - 2ND FLOOR CONFERENCE ROOM - NORTH Scale: 1/2" = 1'-0"3 INTERIOR ELEVATION - 2ND FLOOR CONFERENCE ROOM - SOUTH Scale: 1/2" = 1'-0"4 supply air duct35x16BRICKreturn air duct 48x16 supply air duct - 8x16WOOD PLANKS WOOD PLANKS return air duct48x16STOREFRONT return air duct 48x16return air duct48x16supply air duct 35x16 W10X26 CONF. ROOM OPEN TO ABOVE CONF. ROOMOPEN TO ABOVE W16X40 HSS 2x2 STEEL STRUT W10X26 2nd floor supply air duct 35x16 conference room supply air duct35x16STOREFRONT W16X40return air duct48x16supply air duct 12x16 SILICONE ACOUSTIC SEALANT AT BUTT GLASS, TYP. ACOUSTIC SEALS AT DOORS, TYP. SILICONE ACOUSTIC SEALANT AT BUTT GLASS, TYP.8'-0"GWB GWB TV 18 WALL AND CEILING FEATURE ADDED TO CONFERENCE ROOM, TYPICAL 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 SECOND FLOOR CONFERENCE ROOM A-412 EXTERIOR ELEVATION - 2ND FLOOR CONFERENCE ROOM - WEST Scale: 1/2" = 1'-0"1 ATRIUM EXTERIOR ELEVATION - 2ND FLOOR CONFERENCE ROOM - NORTH Scale: 1/2" = 1'-0"2 EXTERIOR ELEVATION - 2ND FLOOR CONFERENCE ROOM - EAST Scale: 1/2" = 1'-0"3 W16X40 W16X40 W10X26 STOREFRONT SILICONE ACOUSTIC SEALANT AT BUTT GLASS, TYP. ACOUSTIC SEALS AT DOORS, TYP. 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 WALL SECTIONS A-501 6-3/4" 3/4" ASPHALT SETTING BED GRANITE PAVERS TACK COAT OF 2% NEOPRENE MODIFIED ASPHALT ADHESIVE STEEL FRAMED CANOPY - SEE STRUCTURAL DOUBLE LAYER OF 3/4" PLYWOOD ROOFING MEMBRANE ON TAPERED INSULATION METAL FASCIA & CEILING AT CANOPY ROOF DRAIN LEADER. ROOF DRAIN BASEMENT - T.O. SLAB 90'-10 1/2" FIRST FL - T.O. FINISH 100'-0" SECOND FL - T.O. FINISH 111'-11 3/8" ADD. ROOF - T.O. SLAB 123'-8 1/8" 3RD FL - T.O. FINISH 123'-0 3/8" ROOF DECK 124'-8 5/8" METAL CONNECTING ROD AWNING ROOF SUPPORTS ENTRY VESTIBULE 1'-4"3'-7 1/8" 15'-11 1/2"4 1/2"3 1/4"2 1/2"2 1/2"7'-8 1/4"9'-0 1/4"1'-2 7/8"4" NEW CONCRETE FOUNDATION WALL - SEE STRUCTURAL NEW CONCRETE FOOTING 2" RIGID INSULATION AT EXTERIOR OF WALL AND SLAB ALUMINUM COPING PARAPET WALL - 2X6 P.T. WOOD OR 6" METAL FRAMING EPDM ROOFING TAPERED INSULATION. 2" POLYISO, MIN. R-11.8. STEEL ROOF DECK - SEE STRUCTURAL STEEL ROOF FRAMING - SEE STRUCTURAL 5/8" GWB CEILING THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM W/ 1" INSULATED, LOW-E, ARGON FILLED GLAZING. COMPOSITE FLOOR DECK - SEE STRUCTURAL 8" INSULATION, R-30 MIN THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM W/ 1" INSULATED, LOW-E, ARGON FILLED GLAZING. STEEL FLOOR FRAMING - SEE STRUCTURAL EXPOSED UNDERSIDE OF STEEL DECK. PRIME & PAINT SLAB ON GRADE AT ENTRY & RAMP - SEE STRUCTURAL NEW CONCRETE FOUNDATION WALL - SEE STRUCTURAL NEW CONCRETE FOOTING 5/8" GWB CEILING AT VESTIBULE BRAKE METAL CLADDING BRAKE METAL CLADDING STEEL COLUMN - PER STRUCTURAL BRICK PAVERS, PITCH TO CURB REINFORCED CONCRETE WALL & FOOTING, SEE STRUCTURAL REINFORCED CONCRETE SLAB AT STEPS, SEE STRUCTURAL6 1/4"4T @ 1'-0" = 4'-0"1'-0" COMPRESSIBLE FILLER 3'-1 1/2"4" CONCRETE BASE. PITCH SLAB TO DRAIN AWAY FROM ENTRANCE, 1/8" PER 12". COMPACTED GRAVEL COMPACTED FILL METAL HANDRAIL NEW CONCRETE FOOTING NEW CONCRETE FOUNDATION WALL - SEE STRUCTURAL 1'-0" TREAD 1"1'-0"2 3/4"2'-7 1/4"9'-2" J H G METAL FLASHING AT BRICK 8 A-603 1" RIGID INSULATION THERMAL BREAK 2 A-501 WALL SECTION: AT CANOPY Scale: 1/2" = 1'-0"1 COVE LIGHT STEEL, PER STRUCTURAL STEEL, PER STRUCTURAL HORIZONTAL EXPANSION JOINT SLAB ON GRADE HSS 5X5X3/8"11'-9 5/8" 3 4 CANOPY STEEL, PER STRUCTURAL ENTRY VESTIBULEADDITION CONF. ROOM WRAP ROOF MEMBRANE UP BRICK WALL TO TERMINATION BAR, PER MANUFACTURER; COPPER OR ALUMINUM (BRONZE COLOR) METAL COUNTERFLASHING OVER TERMINATION BAR. SPRAY FOAM AIR SEALING AND INSULATION AT JOINT, TYP. METAL CONNECTING ROD AWNING ROOF SUPPORTS METAL FLASHING, MIN. 8" ABOVE ROOFING MEMBRANE EXISTING BRICK WALL AT EAST WING WALL ASSEMBLY AT VESTIBULE + 5/8" GYPSUM WALL BOARD + VAPOR BARRIER + 3-5/8" METAL STUD, 16" o.c. + 3-5/8" CELLULOSE, MIN. R-13 + 5/8" SHEATHING + 3" AIR GAP+ ADJUSTABLE METAL BRICKTIES, 16" o.c. VERTICALLY & HORIZONTALLY + BRICK VENEER WALL ASSEMBLY: R-23, TYP.SEE 2/A-503 ROOF ASSEMBLY: R-38, TYP.SEE 2/A-503 CAULK JOINT AT INTERSECTION OF CEILING GWB AND BRICK WALL SECTION: AT TOWER @ CANOPY Scale: 1/2" = 1'-0"2 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 WALL SECTIONS A-502 W8x15 C1 C1 D1 D1 open open open WALL SECTION AT EXISTING & NEW ADDITION Scale: 3/8" = 1'-0"1 WALL SECTION AT EXISTING & NEW ADDITION AT ATRIUM Scale: 3/8" = 1'-0"2 WALL SECTION AT EXISTING & NEW ADDITION AT ROOF ACCESS Scale: 3/8" = 1'-0"3 ROOF ASSEMBLY - SEE 2/A-503 SEISMIC JOINT COMPOSITE ROOF DECK - SEE STRUCTURAL STEEL FRAMING AT ADDITION - SEE STRUCTURAL INSULATION 5/8" GWB CEILING ON CHICAGO METALLIC SUPPORT SYSTEM OR EQ. EXPANSION JOINT COVER STEEL SEISMIC REINF. - SEE STRUCTURAL COMPOSITE DECK - SEE STRUCTURAL EXPOSED STEEL DECKING, PAINTED STEEL FRAMING - SEE STRUCTUAL. PAINTED. SLAB ON GRADE IN AREA OF DEMO'D RAMP/ALLEY NEW COMPOSITE DECK - SEE STRUCTURAL EXISTING FOUNDATION WALL TO REMAIN STEEL SEISMIC REINF. - SEE STRUCTURAL SLAB ON GRADE IN AREA OF DEMO'D RAMP/ALLEY NEW COMPOSITE DECK - SEE STRUCTURAL EXISTING FOUNDATION WALL TO REMAIN EXISTING FOUNDATION7 3/4"2 5/8"BASEMENT - T.O. SLAB 90'-10 1/2" FIRST FL - T.O. FINISH 100'-0" SECOND FL - T.O. FINISH 111'-11 3/8" ADD. ROOF - T.O. SLAB 123'-8 1/8" 3RD FL - T.O. FINISH 123'-0 3/8" ROOF DECK 124'-8 5/8"1'-1 3/4"NEW METAL RAILINGS 10x30W8x15 10x30W8x15 WRAP ROOF MEMBRANE UP BRICK WALL TO TERMINATION BAR; COPPER OR ALUMINUM (BRONZE COLOR) METAL COUNTERFLASHING OVER TERMINATION BAR. SPRAY FOAM AIR SEALING AND INSULATION AT JOINT, TYP. 3" WIDE METAL (MATCH EXPANSION JOINT) AT METAL DECK EDGE, FIT TIGHT TO EXISTING BRICK, TYP 3" WIDE METAL (MATCH EXPANSION JOINT) AT METAL DECK EDGE, FIT TIGHT TO EXISTING BRICK, TYP10x30ROOFING MEMBRANE ON TAPERED INSULATION, MIN. 2" POLYISO R-11.8 METAL AND CABLE GUARD RAIL SYSTEM IPE WOOD ROOF DECK ON DECK SUPPORT SYSTEM STEEL SEISMIC REINF. - SEE STRUCTURAL NEW FOUNDATION/PILASTER - SEE STRUCTURAL NEW FOUNDATION/PILASTER - SEE STRUCTURAL NEW FOUNDATION/PILASTER - SEE STRUCTURAL CONFERENCE ROOM ENTRY/ ATRIUM10 1/2"2'-10 1/2"7'-0" 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 WALL SECTIONS AT ADDITION A-503 STEEL, PER STRUCTURAL WALL SECTION: TYPICAL Scale: 1/2" = 1'-0"2 WALL SECTION: AT WINDOWS Scale: 1/2" = 1'-0"3 1'-6"1'-6"ROOF DECK ON BISON DECK SYSTEM SUPPORTS FINISHED CONCRETE DECK (FINISH TBD) WITH THICKENED EDGE, PER STRUCTURAL EXISTING 14-3/8" CONCRETE FOUNDATION WALL COVE LIGHT EXISTING 10" CONCRETE STEM WALL NEW CONCRETE PILASTER @ STEEL COLUMNS - PER STRUCTURAL 2 A-604 WALL SECTION: AT TOWER @ DORMER Scale: 1/2" = 1'-0"4 4 A-603 2 A-603 1 A-603 WALL SECTION: AT FIBER CEMENT Scale: 1/2" = 1'-0"5 1'-0"IPE ROOF DECK ON BISON DECK SYSTEM SUPPORTS METAL PARAPET CAP 9 A-603 HORIZONTAL EXPANSION JOINT HORIZONTAL EXPANSION JOINT D B BRICK COURSING Scale: 1/2" = 1'-0"11'-4 1/8"5 COURSES10 1/8"4 COURSES1'-1 5/8"5 COURSES11 5/8"4 COURSES7'-8 1/2"35 COURSES11 5/8"4 COURSES2'-9 1/4"12 COURSES11 5/8"4 COURSES6'-8 5/8"30 COURSES4'-2 3/4"17 COURSESD B SAILOR COURSE OVER SOLDIER COURSE, +1" RUNNING BOND, 0" STRETCHER COURSES, 0" SAILOR COURSE OVER SOLDIER COURSE, +2" (TWO BRICKS WIDER THAN WINDOW OPENING ON EITHER SIDE) SAILOR COURSE, +1" STRETCHER COURSE, +1" STRETCHER COURSE, 0" HEADER COURSE, 0" SAILOR COURSE, +1" SLOPED BRICK SILL UNDER WINDOW, TYP. HEADER COURSES, +1" STRETCHER COURSE, +1" STRETCHER COURSE, +1" STRETCHER COURSES, 0" THIN BRICK VENEER STRETCHER COURSES EXTENDING TWO COURSES BELOW GRADE RUNNING BOND, TYP. RUNNING BOND, 0" STRETCHER COURSE, +1" STRETCHER COURSE, +2" STRETCHER COURSE, +3"1'-4 1/8"5 COURSES10 1/8"4 COURSES1'-1 5/8"5 COURSES11 5/8"4 COURSES7'-8 1/2"35 COURSES11 5/8"4 COURSES2'-9 1/4"12 COURSES11 5/8"4 COURSES6'-8 11/16"30 COURSES2'-5 3/4"9 COURSESSTRETCHER COURSES, 0" RUNNING BOND, TYP. SAILOR COURSE OVER SOLDIER COURSE, +2" (TWO BRICKS WIDER THAN WINDOW OPENING ON EITHER SIDE) SAILOR COURSE OVER SOLDIER COURSE, +1" STRETCHER COURSE, +1" STRETCHER COURSE, 0" HEADER COURSE, 0" STRETCHER COURSES, 0" RUNNING BOND, TYP. SLOPED BRICK SILL UNDER WINDOW, TYP. BRICK RELIEVING ANGLE & HORIZONTAL EXPANSION JOINT BRICK RELIEVING ANGLE & HORIZONTAL EXPANSION JOINT BRICK RELIEVING ANGLE & HORIZONTAL EXPANSION JOINT WEEP HOLES, 24" O.C. WEEP HOLES, 24" O.C., TYP. MATCH COLOR TO MORTAR. WEEP HOLES, 24" O.C. FIRST FL - T.O. FINISH 100'-0" SECOND FL - T.O. FINISH 111'-11 3/8" ADD. ROOF - T.O. SLAB 123'-8 1/8" 3RD FL - T.O. FINISH 123'-0 3/8" ROOF DECK 124'-8 5/8"2'-1 1/2"9'-3 5/8"TO RELIEVING ANGLE9'-9 7/8"TO RELIEVING ANGLEWALL ASSEMBLY: R-23 + 5/8" GYPSUM WALL BOARD + VAPOR BARRIER + 3-5/8" METAL STUD, 16" o.c.+ 3-5/8" CELLULOSE, MIN. R-13+ 5/8" SHEATHING + 2" RIGID INSULATION MIN. R-10 + AIR & WATER BARRIER + 1" AIR GAP + ADJUSTABLE METAL BRICK TIES, 16" o.c. VERTICALLY & HORIZONTALLY + BRICK VENEER ROOF ASSEMBLY: R-38 + TPO ROOF MEMBRANE + TAPERED EPS INSULATION, FOR ROOF PITCH + 2" POLYISO INSULATION,MIN. R-14.4+ 4" CONCRETE DECK + CORRUGATED METAL PAN + STEEL, PER STRUCTURAL + 7" CELLULOSE INSULATION, MIN. R-23.6 + 5/8" GYPSUM CEILING ON SUSPENDED GRID SYSTEM + 4" FINISHED CONCRETE DECK (FINISH TBD) + CORRUGATED METAL PAN+ STEEL, PER STRUCTURAL+ 8" SPRAY FOAM INSULATION, MIN. R-50 + 5/8" GYPSUM CEILING ON SUSPENDED GRID SYSTEM STEEL, PER STRUCTURAL STEEL, PER STRUCTURAL STEEL, PER STRUCTURAL STEEL, PER STRUCTURAL STEEL, PER STRUCTURAL STEEL, PER STRUCTURAL STEEL, PER STRUCTURAL HORIZONTAL EXPANSION JOINT TYPICAL GRADE TYPICAL GRADE TYPICAL GRADE + 5/8" GYPSUM WALL BOARD + VAPOR BARRIER + 3-5/8" METAL STUD, 16" o.c. + 3-1/2" SPRAY FOAMINSULATION, MIN. R-21+ 5/8" SHEATHING + 2" RIGID INSULATION MIN. R-10 + AIR & WATER BARRIER + 2X PT FURRING + FIBER CEMENT PANEL, LAPPED WITH 12" REVEAL HORIZONTAL EXPANSION JOINT ALUMINUM CLAD WOOD WINDOW ALUMINUM CLAD WOOD WINDOW PAINTED WOOD RETURN AT JAMBS & HEAD WITH 1/4" PROJECTION BEYOND SURROUNDING GWB. FINISH GWB WITH TEAR AWAY BEAD AT TRIM, TYP. ALUMINUM CLAD WOOD WINDOW PAINTED WOOD RETURN AT JAMBS & HEAD WITH 1/4" PROJECTION BEYOND SURROUNDING GWB. FINISH GWB WITH TEAR AWAY BEAD AT TRIM, TYP. 12 A-603 11 A-603 ALUMINUM CLAD WOOD WINDOW HORIZONTAL EXPANSION JOINT HORIZONTAL EXPANSION JOINT PATIO (DETAILS TBD) DISCONTINUE BRICK AT PATIO DECK. FIBER CEMENT BOARD TO COVER EXPOSEDINSULATION, TYP. 10 A-603PATIO (DETAILS TBD) AREA = 1927 sfOCCUPANCY = 385 (ASSEMBLY - STANDING SPACE) COMBUSTION AIR & FLUES FROM FURNACES ON FLOORS 1-3 ERV IN ATTICBATHROOM EXHAUST FAN IN ATTIC EXISTING ROOF HATCH EXISTING FLATROOF ROOF DECKOVER NEWEPDM FLATROOF COMBUSTION AIR & FLUE FROM BASEMENT FURNACES ENTRY ROOF WITH SUPPORT RODS/CABLES. NEW STANDING SEAMMETAL ROOF NEW STANDING SEAMMETAL ROOF EXISTINGASPHALTSHINGLEROOF EXISTINGASPHALTSHINGLEROOF EXISTINGASPHALTSHINGLEROOF SKYLIGHTROOF DECKOVER NEWEPDM FLATROOF KEY PLAN 3/A5032/A5034/A5031/A6041/A5035/A5033/A6044/A6041/A50318 PATIO REPLACES DECK, DETAILS TBD 18 PATIO REPLACES DECK, DETAILS TBD 3'-6"7'-0"L 3'-6"7'-0"M NEW SOLID MDF DOOR, SINGLE PANEL WITH SQUARE STICKING, PAINTED. SIMPSON BRAVO 84101 WITH SHAKER PROFILE OR SIMILAR. 2" MTL FRAME. NEW SOLID MDF DOOR, SINGLE PANEL WITH SQUARE STICKING, PAINTED. SIMPSON BRAVO 84101 WITH SHAKER PROFILE OR SIMILAR. 2" MTL FRAME. NEW INSULATED HOLLOW METAL DOOR WITH SINGLE INSULATED GLASS PANEL, EXPANDED MASONRY OPENING. 3'-0" N 8'-0" (1st FL.)7'-0" (2nd FL.)O NEW 5/8" PLYWOOD BARN DOORS, CLAD IN WOOD PLANKS 4'-10" 4'-10" OPENING BEHIND DOORS NEW SOLID MDF DOOR, SINGLE PANEL WITH SQUARE STICKING, PAINTED. SIMPSON BRAVO 84101 WITH SHAKER PROFILE OR SIMILAR. 2" MTL FRAME. E ECCBBVARIESNEW WINDOW IN MASONRY OPENING AS REQUIRED, REMOVE EXISTING WINDOW AND FRAME INSTALL NEW ALUMINUM WINDOW BY LEWIN INSULATED, LOW E GLASS, CLEAR. MUNTINS: APPLIED ON THE EXTERIOR AND INTERIOR FACE OF GLASS. SEE PLAN AND ELEVATIONS FOR LOCATIONS. NEW WINDOWS WITH SAFETY GLASS (6 TOTAL) AT 3RD FLOOR, EAST WING. SEE PLANS FOR SPECIFIC LOCATIONS. VARIES WINDOW TYPES Scale: 1/4" = 1'-0"2A 7'-0"J K NEW WOOD DOOR WITH INSULATED GLAZING & TRANSOM ABOVE IN EXISTING, EXPANDED WINDOW & DORMER 7'-0"V.I.F.NEW ROOF ACCESS AT DORMER NEW INSULATED HOLLOW METAL DOOR WITH INSULATED GLASS PANELS, EXPANDED MASONRY OPENING. 2" MTL FRAME. 3'-0"7'-0"NEW SOLID MDF DOOR, SINGLE PANEL WITH SQUARE STICKING, PAINTED. SIMPSON BRAVO 84101 WITH SHAKER PROFILE OR SIMILAR. 2" MTL FRAME. 3'-0"7'-0"3'-0"8'-0"3'-0" A D E F G NEW INSULATED HOLLOW METAL DOOR WITH INSULATED GLASS PANELS, EXPANDED MASONRY OPENING. 2" MTL FRAME. 3'-6"8'-0"NEW WINDOW SCHEDULE2B DOOR DETAILS: MARVIN COMMERCIAL DOOR, WITH CLOSER, PANIC RIM, KICK PLATE, REMOVABLE CENTER MULLION WINDOW DETAILS: 1-1/8" SDL WITH SPACER GLAZING PERFORMANCE: -LOW-E -ARGON FILLED -U-FACTOR: .30± -SGHC: .30± NEW SOLID MDF DOORS, CLAD IN WOOD PLANKS. FLUSH MTL FRAME WITH WIDE-THROW HINGES. VARIES H NEW SOLID MDF DOOR, SINGLE PANEL WITH SQUARE STICKING, PAINTED. SIMPSON BRAVO 84101 WITH SHAKER PROFILE OR SIMILAR. 2" MTL FRAME. NEW SOLID MDF DOOR, SINGLE PANEL WITH SQUARE STICKING, PAINTED. SIMPSON BRAVO 84101 WITH SHAKER PROFILE OR SIMILAR. 2" MTL FRAME.8'-0" (1st FL.)7'-0" (2nd FL.)D 3'-4"8'-0 1/2"2'-9" 6'-4" 3"2'-9"3'-9" 8'-4" 3"3'-9" 8'-4" 3"3'-9" 130 F 1'-3 3/4"7'-4" 7'-0"9'-9 3/4"4"8'-0"2"2"2"A 5'-4"3'-4"7'-2"B 3 1/2"3 1/2"3 1/2"3 1/2"3 1/2"2'-9"3'-9"3 1/2"3 1/2"3 1/2"6'-7 7/8"2 5/8"3 1/2"7'-2"6'-7 7/8"2 5/8"3 1/2"7'-6 3/8"2 5/8"3 1/2"3 1/2"7'-2"6'-7 7/8"2 5/8"3 1/2"3 1/2"2'-9"3 1/2" WINDOW TYPE A MARVIN CLAD ULTIMATE NEXT GEN 2.0 DOUBLE HUNG PICTURE WINDOWS HEAD & JAMBS: COLUMBUS CASING A1440 SUBSILL: A1452 NOTE: TEMPERED GLAZING AT WINDOWS ADJACENT TO DECK (8 TOTAL) WINDOW TYPES B, C, D, & E MARVIN CLAD ULTIMATE NEXT GEN 2.0 DOUBLE HUNG WINDOWS HEAD & JAMBS: COLUMBUS CASING A1440 SUBSILL: A1452 MULLION COVER: A113 C 4'-4"7'-2"6'-7 7/8"2 5/8"3 1/2"3 1/2"3'-9"3 1/2" TYPE A TYPE B1 TYPE B2, MULLED TYPE C1 TYPE C2, MULLED TYPE D TYPE E, MULLED 8'-0 1/2"7'-6 3/8"2 5/8"3'-9" 3 1/2"3'-2"3 1/2"4'-9 7/8"2 5/8"3 1/2"DOOR SCHEDULE1B NEW OVERHEAD WOOD DOOR, INSULATED 5'-0"8'-0"B NEW DOOR TYPES Scale: 1/4" = 1'-0"1A C 7'-0"7'-0"T-GUIDES 2"4"5/8"3/4"5/8"3/4"BARN DOOR DETAILS - ELEVATION SECTION 1-1/2"1/2" 2" 5/8" OAK VENEER PLYWOOD 1X WOOD PLANKS, VARIED SIZES 2X WHITE OAK TRIM, RABBETED TO PLYWOOD, DADOED FOR FLOOR MOUNTED T-GUIDE FLOOR MOUNTED T-GUIDE1-1/2" 5/8" OAK VENEER PLYWOOD 1X WOOD PLANKS, VARIED SIZES 2X WHITE OAK TRIM, RABBETED TO PLYWOOD BARN DOOR DETAILS - PLAN SECTION BARN DOOR HARDWARE 2"5'-2"6'-8"BARN DOOR DETAILS 3'-6" NEW SOLID MDF DOOR, SINGLE PANEL WITH SQUARE STICKING, PAINTED. SIMPSON BRAVO 84101 WITH SHAKER PROFILE OR SIMILAR. 2" MTL FRAME. 7'-0"7'-0"9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 WINDOW AND DOOR DETAILS A-601 18 DOOR WIDTH CORRECTED 18 UPDATED DOOR SCHEDULE 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 WALL TYPES A-602 3” ACOUSTICAL INSULATION BATT IN STUD WALL CAVITY BASE: SEE FINISH SCHEDULE 11 B - WALL @ ELEVATOR: 7/8 HAT CHANNEL W/WOOD CLADDING11B VARIESGWB CEILING VARIESSOFFIT ABOVE - SEE WALL TYPE 8 DETAIL ENLARGEMENT 5/8” GWB FURRING (HAT CHANNEL OR 2X WOOD STUD) EX. WALL 5/8” GWB 1” x 5” WOOD CAP 1 1/4” x 3 5/8” METAL STUD NO GWB ON THIS SIDE AT VERTICAL PIPE CHASES TILE 1/2” BACKER BOARD 4” ALUMINUM UNINSULATED STOREFRONT WITH 1/4” GLAZING 4” ALUMINUM UNINSULATED STOREFRONT WITH 1/4” GLAZING 4'-0"WALL TYPE SECTIONS Scale: 1 1/2" = 1'-0"1 1 1/4” x 3 5/8” METAL STUD 1” GAP BETWEEN EX. BRICK AND STUDS BASE: SEE FINISH SCHEDULE EX. BRICK 5/8” GWB 5/8” GWB GWB, WOOD OR TILE 1/4” x 4 1/2” SHIM, PAINTED BLACK 1” x 5” WOOD CAP TEAR AWAY CORNER BEAD 1 1/4” x 3 5/8” METAL STUD 1/2” GWB, PAINTED BLACK 1x HORIZONTAL BOARDS, VARYING WIDTHS WTIH 1/4” VERTICAL SPACING TILE OR GWB 6 ALUMINUM STOREFRONT METAL CORNER BEAD 1/4” x 4 1/2” SHIM, PAINTED BLACK 4"2"2"5 1/4" 4 7/8"4 3/8" 4 7/8"4" EXISTING SLAB 2’ SPRAY FOAM INSULATION WITH INTUMESCENT PAINT COVER @ WALLS, MIN. R-10 EXISTING FOUNDATION WALL DETAIL ENLARGEMENT Scale: 3" = 1'-0" GWB ABOVE GWB CEILING 4 5/8” CLOSED CELL SPRAY FOAM INSULATION IN STUD WALL CAVITY, MIN. R-30 1/4” x 4 3/8” SHIM, PAINTED BLACK 3 1/2” ACOUSTICAL INSULATION IN STUD WALL CAVITY 6” RUBBER BASE 1 1/4” x 3 5/8” METAL STUD METAL CORNER BEAD 5/8” GWB 4'-0"VARIESSOFFIT ABOVE - SEE ENLARGEMENT DETAIL VARIES4” ALUMINUM UNINSULATED STOREFRONT WITH 1/4” GLAZING FRAMES TO GWB AND METAL STUD SOFFIT ABOVE 2"2"4 7/8" 2" 4"7/16"7/16"VARIESVARIESSTEEL I-BEAM OR SIMILAR STRUCTURAL MEMBER IN SOFFIT DETAIL ENLARGEMENT Scale: 3" = 1'-0" 1 1/4” x 3 5/8” STUD, CELLULOSE IN CAVITY, R- 13 MIN. 5/8” EXTERIOR SHEATHING VAPOR BARRIER AIR BARRIER 2” INSULATION, R-10 MIN. 1" AIR GAP 1x6 BASEBOARD BRICK VENEER 11 3/8" 3-5/8" METAL STUD @ 16" o.c. BRICK ANGLE 5A4A 3A21 8A7 9A 9B 10 EXISTING EXTERIOR WALL, FURRED WITH GWB FURRING & GWB OVER EXISTING INTERIOR WALL ADDITION EXTERIOR WALL TYPICAL GWB WALL TILE WALL WOOD CLAD WALL HALF WALL WITH WOOD CAP STOREFRONT WALL WITH SOFFIT STOREFRONT WALL WITH LARGE SOFFITSTOREFRONT WALL WITH BASE AND SOFFIT BASEMENT WALL 3" ACOUSTICAL INSULATION BATT IN STUD WALL CAVITY 1/2” BACKER BOARD 5B TILE WALL 3” ACOUSTICAL INSULATION BATT IN STUD WALL CAVITY 1/2” BACKER BOARD 7" 5C TILE WALL TILETILE 3” ACOUSTICAL INSULATION BATT IN STUD WALL CAVITY 3” ACOUSTICAL INSULATION BATT IN STUD WALL CAVITY 3” ACOUSTICAL INSULATION BATT IN STUD WALL CAVITY 3” ACOUSTICAL INSULATION BATT IN STUD WALL CAVITY 1-1/4"x8" METAL STUD 1/2” BACKER BOARD 9 1/2" 5D TILE WALL TILE 11 A - WALL @ ELEVATOR: 3 5/8 MTL STUD W/WOOD CLADDING11A 1-1/4"x3-5/8" STUD WALL 1/2” GWB, PAINTED BLACK 1x HORIZONTAL BOARDS, VARYING WIDTHS WITH 1/4” VERTICAL SPACING EXISTING ELEVATOR CMU WALL 7/8" HAT CHANNEL 1/2” GWB, PAINTED BLACK 1x HORIZONTAL BOARDS, VARYING WIDTHS WITH 1/4” VERTICAL SPACING EXISTING ELEVATOR CMU WALL 4’ SPRAY FOAM INSULATION WITH INTUMESCENT PAINT COVER @ RIM JOIST, MIN. R-20 EXISTING JOIST 1-1/4"x5-1/2" METAL STUD1-1/4"x3-5/8" METAL STUD1-1/4"x3-5/8" METAL STUD 3 7/8" 5 1/2" 1-1/4"x3-5/8" METAL STUD 1" GWB ON THIS SIDE AT VERTICAL SHAFTS 5/8” GWB 12 TYPICAL SHAFT WALL - BASED ON USG U415 3” ACOUSTICAL INSULATION BATT IN STUD WALL CAVITY 1 1/2” x 4” METAL C-H STUD 6” RUBBER BASE 1 1/4” x 3 5/8” METAL STUD 5/8” GWB 1'-6"4 7/8" 3 1/2” ACOUSTICAL INSULATION IN STUD WALL CAVITY 5/8” GWB BASE: SEE FINISH SCHEDULE 0 EXISTING BRICK WALL, NO FINISH REPAIR/REPOINT AS NEEDED 1'-8"9C STOREFRONT WALL WITH SOFFIT 4” ALUMINUM UNINSULATED STOREFRONT WITH 1/4” GLAZING 1/4” x 4 3/8” SHIM, PAINTED BLACK 3 1/2” ACOUSTICAL INSULATION IN STUD WALL CAVITY 6” RUBBER BASE 1 1/4” x 3 5/8” METAL STUD METAL CORNER BEAD 5/8” GWB 4'-0"3'-8"4 7/8" GWB CEILING VARIES4” ALUMINUM UNINSULATED STOREFRONT WITH 1/4” GLAZING 2"2"2"4"4'-0"8B STOREFRONT WALL BASE: SEE FINISH SCHEDULE 1 1/4” x 5 1/2” METAL STUD 5/8” GWB 6 3/4" 4B 5-1/2" STUD GWB WALL GWB CEILING 6” RUBBER BASE 5/8” GWB 13 TYPICAL WALL AT FIRE STAIRS - BASED ON UL U419 1-1/4” x 3-5/8” OR 1-1/4" x 5-1/2" METAL STUD 4 5/8" (PLAN VIEW) 5/8” GWB 1-HOUR FIRE RATED 1-HOUR FIRE RATED STC = 49 VARIES UL U419 - 1 HOUR RATED PARTITION Gypsum Board - 5/8 in. thick gypsum board applied horizontally or vertically Steel Studs -3-5/8 in. deep 25 ga. spaced max. 24 in. OC Batts and Blankets - Min. 3 in. thick mineral wool batt insulation Gypsum Board -5/8 in. thick exterior regular gypsum sheathing applied horizontally or vertically 3” ACOUSTICAL INSULATION BATT IN STUD WALL CAVITY VARIES 1 1/4” x 3 5/8” STUD, CELLULOSE IN CAVITY, R- 13 MIN. 5/8” EXTERIOR SHEATHING VAPOR BARRIER 3" AIR GAP 1x6 BASEBOARD BRICK VENEER 11 3/8" 3-5/8" METAL STUD @ 16" o.c. BRICK ANGLE 3B ADDITION VESTIBULE BRICK WALL 5/8” GWB 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 EXTERIOR WALL DETAILS A-603 BRICK VENEER COLUMN - PER STRUCTURAL BRICK ANCHOR, 16" o.c. x 16" o.c., TYP. BLOCKING LAPPED FIBER CEMENT BOARDS, 12" EXPOSED, SCRIBED TO EXISTING BRICK WALL 2X PT FURRING, TYP. BACKER ROD & CAULK, TYP. EXISTING BRICK WALL, WEST WING CAULK AT EXISTING BRICK WALL LAPPED FIBER CEMENT BOARDS, 12" EXPOSED, SCRIBED TO EXISTING BRICK WALL 2X PT FURRING, TYP. BACKER ROD & CAULK, TYP. EXISTING BRICK WALL, WEST WING METAL STUDS TEAR AWAY BEAD AT STEEL PLAN DETAIL AT EXISTING BUILDING Scale: 1 1/2" = 1'-0"71'-6"STEEL BEAM AS PER STRUCTURAL STEEL BEAM AS PER STRUCTURAL METAL CORNICE BLOCKING PARAPET CAP WITH DRIP EDGES CORNICE FRAMING PER STRUCTURAL 2'-3 1/8"8"4 1/2"4 1/2"NEW STEELCOLUMN BRICK ANCHOR, 16" o.c. 7" CELLULOSE INSULATION, MIN. R-23.6 3/4" DENIM COTTON BATTS BETWEEN 1X FURRING 1X6 & 1X8 WOOD PLANKS, 1/4" SPACING (WOOD TYPE TBD) GYPSUM CEILING BOARD TO RUN ABOVE STEEL FLANGE ON SUSPENSION GRID SUSPENDED GRID SYSTEM 4" 4"8"4"10"HIGHEST POINTOF TAPERED INSUL.ROOFING MEMBRANE TERMINATION BAR AND COUNTERFLASHING, PER ROOFING CONTRACTOR 2"5/8"1" METAL BRICK WALL TIE, 16 o.c. x 16" o.c. CEMENT BACKER BOARD MORTAR BED THIN BRICK VENEER AT FOUNDATION CAULK JOINT METAL SHELF ANGLE METAL FLASHING MORTAR NET AT BASE OF 1" AIR GAP WEEP HOLES, 24" o.c. EXISTINGCONCRETEFOUNDATION WITH BRICK LEDGE NEWCONCRETEPILASTER, PER STRUCT. NEW CONCRETE SLAB, PER STRUCTURAL NEW STEEL COLUMN 4"3 5/8" AIR & WATER BARRIER, LAP OVER METAL FLASHING 7 5/8" 1X6 WOOD BASEBOARD 1-1/4"x3-5/8" METAL STUD 5/8" PT SHEATHING SECTION DETAIL AT EXTERIOR WALL - PARAPET Scale: 1 1/2" = 1'-0"1 SECTION DETAIL AT EXTERIOR WALL BASE Scale: 1 1/2" = 1'-0"4 1-1/2" DENIM COTTON BATTS BETWEEN 2X FURRING 2"1" STEEL PER STRUCTURAL CONCRETE DECK, PER STRUCTURAL BRICK ANCHOR, 16" o.c. x 16" o.c., TYP. STEEL COLUMN NEW STEEL COLUMN 1X6 & 1X8 WOOD PLANKS, 1/4" SPACING (WOOD TYPE TBD) 7/8" METAL HAT CHANNEL 4" TYPICAL SECTION DETAIL AT 2ND FL. EXTERIOR WALL @ FLOOR PLATE Scale: 1 1/2" = 1'-0"2 PLAN DETAIL AT EXTERIOR CORNER Scale: 1 1/2" = 1'-0"52"5/8"4 1/4"5/8"7 7/8"BRICK VENEER COLUMN - PER STRUCTURAL1"3 5/8"2 7/16"10 7/8"BRICK ANCHOR, 16" o.c. x 16" o.c. EXPANSION JOINT TEAR AWAY BEAD AT STEEL METAL STUDS GYPSUM WALL BOARD TO RUN BEHIND STEEL4"4" 2"5/8"4 1/4"5/8" 7 7/8" 1"3 5/8" COLUMN - SEE STRUCTURAL BRICK ANCHOR, 16" o.c. x 16" o.c. EXPANSION JOINT BRICK VENEER TEAR AWAY BEAD AT STEEL 3-5/8" GYPSUM WALL BOARD METAL STUDS 4"4"PLAN DETAIL AT INTERIOR CORNER Scale: 1 1/2" = 1'-0"6 TYPICAL PLAN DETAIL AT EXTERIOR WALL AT COLUMN Scale: 1 1/2" = 1'-0"3 BLOCKING COLUMN - PER STRUCTURAL 2 3/8" 11 1/2" BRICK ANCHOR, 16" o.c. x 16" o.c., TYP. 4" ALUMINUM COPING PARAPET WALL - 2X6 P.T. WOOD OR 6" METAL FRAMING EPDM ROOFING TAPERED INSULATION. 2" POLYISO, MIN. R-11.8. STEEL ROOF DECK - SEE STRUCTURAL STEEL ROOF FRAMING - SEE STRUCTURAL 5/8" GWB CEILING THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM W/ 1" INSULATED, LOW-E, ARGON FILLED GLAZING. 8" INSULATION, R-30 MIN 1'-6"1" BRAKE METAL CLADDING METAL CONNECTING ROD AWNING SUPPORTS6 3/4"5 1/4"8"1'-3 3/4"6"4" 1"1/2" 1/2" 1" 1'-4 3/16" SECTION DETAIL AT ENTRY PARAPET Scale: 1 1/2" = 1'-0"8 2"2 3/8" FIBER CEMENT PANELS, 12" REVEAL, LAPPED STEEL, PER STRUCTURAL BLOCKING FLASHING AT BRICK NEW STEEL COLUMN 2X PT FURRING4"METAL FLASHING WITH DRIP ROOF MEMBRANE TO CONTINUE OVER SCUPPER AND ADHERED TO METAL FLASHING SECTION DETAIL AT EXTERIOR WALL - OVERFLOW SCUPPER Scale: 1 1/2" = 1'-0"9 2"5/8"1" 2" RIGID INSULATION AIR & WATER BARRIER; OVELAP METAL FLASHING 5/8" PT SHEATHING 3 5/8" METAL STUD WOOD BASEBOARD CEMENT BACKER BOARD, PAINTED (TYP. BENEATH EXTERIOR DECK) DAMPROOFING CONTINUING TO BELOW GRADE INSULATION R-24 VAPOR BARRIER 5/8" GWB EXISTING CONCRETE FOUNDATION WITH BRICK LEDGE NEW CONCRETE PILASTER, PER STRUCT. NEW CONCRETE 5" SLAB, 8" TURN THICKENED EDGE 5/8" SHEATHING NEW STEEL COLUMN FIBER CEMENT PANELS, 12" REVEAL, LAPPED METAL FLASHING INSECT SCREEN SECTION DETAIL AT EXTERIOR WALL BASE Scale: 1 1/2" = 1'-0"10 STEEL BEAM AS PER STRUCTURAL STEEL BEAM AS PER STRUCTURAL METAL CORNICE WITH FRAMING PER STRUCTURAL BLOCKING ADHESIVE SEALANT AT COPPER SCUPPER AND METAL CORNICE2 3/8"NEW STEELCOLUMN BRICK ANCHOR, 16" o.c. 7" CELLULOSE INSULATION, MIN. R-23.6 3/4" DENIM COTTON BATTS BETWEEN 1X FURRING 1X6 WOOD PLANKS, 1/4" SPACING (WOOD TYPE TBD) GYPSUM CEILING BOARD TO RUN ABOVE STEEL FLANGE ON SUSPENSION GRID SUSPENDED GRID SYSTEM ADHESIVE SEALANT AT COPPER SCUPPER AND ROOF MEMBRANE, PER ROOFING CONTRACTOR LAP COPPER SCUPPEREDGE OVER ROOFING MEMBRANE AT ALL SIDES ROOFING MEMBRANE COPPER SCUPPER DRIP EDGE7 3/8"7 3/8"4 1/4"SECTION DETAIL AT EXT. WALL - OVERFLOW THRU SCUPPER Scale: 1 1/2" = 1'-0"11 PATIO (DETAILS TBD)3 1/2"10"1'-1"2'-2 1/2" V.I.F.X DETAIL AT EXTERIOR WALL - SILL Scale: 3" = 1'-0"12 DETAIL AT EXTERIOR WALL - HEAD Scale: 3" = 1'-0"11 2" 5/8" 1"3 5/8"BRICK VENEER WINDOW SILL EXTENSION WOOD TRIM ALUMINUM CLAD WOOD WINDOW ANGLED BRICK SILL 2"1"5/8"BRICK VENEER 3 5/8" METAL STUD GWB RETURN, TYP. ALUMINUM CLAD WOOD WINDOW WINDOW CASING BRICK ANGLE METAL FLASHING MORTAR NET WEEP HOLES, 24" o.c. DETAIL AT EXTERIOR WALL - JAMB Scale: 3" = 1'-0"13 DETAIL: WINDOW PAN FLASHING (SIMILAR) Scale: 3" = 1'-0"142"5/8"1"WOOD SILL BELOW, PAINTED ALUMINUM WOOD CLAD WINDOW BRICK ANCHOR WINDOW CASING BRICK VENEER GWB RETURN, TYP. SEALANT SELF ADHERED MEMBRANE FLASHING NOTCH WEATHER RESISTEANT BARRIER AT SILL CORNER AIR & WATER BARRIER SHEATHING METAL SILL PAN WITH END DAMS 18 WOOD DECK CHANGED TO PATIO (DETAILS TBD) 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 ADDITION ROOF DETAILS A-604 ROOF DECK ALUMINUM CLAD WINDOW WITH TEMPERED GLAZINGMETAL PAN FLASHING, TYP. 6" HALF ROUND COPPER GUTTER 10x1510x26 16x4016x4010x1510x26 STANDING SEAM METAL ROOF INSTALLED AS PER MANUFACTURER WALL SECTION: TOWER @ ROOF DECK Scale: 1" = 1'-0"1 10x15 16x40ROOF SECTION: CLERESTORY @ ROOF DECK Scale: 1" = 1'-0"3 ROOF SECTION: CLERESTORY @ DORMER Scale: 1" = 1'-0"4 PLYWOOD BLOCKING GWB SOFFIT METAL STANDING SEAM ROOF TO OVERLAP METAL CORNICE TERMINATION CLIP FASTENED WITH TIMBERLOK THROUGH 2X PT BLOCKING INTO 2X12 RAFTERS STANDING SEAM METAL ROOF CLIP COVE LIGHT WALL SECTION: TOWER @ DORMER Scale: 1" = 1'-0"2 T.O. SLAB 122'-3 7/8" STEEL, PER STRUCTURAL T.O. SLAB 122'-3 7/8" T.O. SLAB 122'-3 7/8" T.O. SLAB 122'-3 7/8" SPRING POINT 132'-8 5/8" SPRING POINT 133'-4 5/8" SPRING POINT 131'-2 5/8" SPRING POINT 130'-6 5/8" SPRING POINT 133'-4 5/8" SPRING POINT 131'-2 5/8" 12 2.1 12 2.1 12 2.1 12 2.1 12 2.1 12 2.1 12 46.8 12 46.8 EXTRUDED ALUMINUM CORNICE, AS PER STRUCTURAL 5/8" GWB 2X8 STUD WALL SUPPORTING GUTTER, INTERWOVEN WITH 2X12 RAFTERS CHEEK WALL 2x4 STUD WALL, 3 1/2" INSULATION ALUMINUM CLAD WINDOW STANDING SEAM METAL ROOF INSTALLED AS PER MANUFACTURER COVE LIGHT STEEL BLOCKING ON STEEL BEAM, SEE STRUCTURAL PLYWOOD BLOCKING GWB SOFFIT CHEEK WALL, 5/8" GWB 2x6 STUD WALL, 5-1/2" INSULATION WOOD PLANKINTERIOR FINISH COVE LIGHT WRAP EPDM ROOF UP WALL TO TERMINATION BAR 10x22AIR & WATER BARRIER 2X8 STUD WALL SUPPORTING GUTTER, INTERWOVEN WITH 2X12 RAFTERS 2" CONTINUOUS INSULATION, R-10 MIN. BRAKE METAL CORNICE REPLACES BRICK AT EPDM ROOF 5/8" SHEATHING 2X PLATES 2X BLOCKING 10x2210x22STEEL, PER STRUCTURAL DOUBLE 2X PLATE DOUBLE 2X PLATE DOUBLE 2X PLATE DOUBLE 2X PLATE + 5/8" GYPSUM WALL BOARD + VAPOR BARRIER + 3-5/8" METAL STUD, 16" o.c. + 3-1/2" SPRAY FOAM INSULATION, MIN. R-21 + 5/8" SHEATHING + 2" RIGID INSULATION MIN. R-10 + AIR & WATER BARRIER + 1" AIR GAP + ADJUSTABLE METAL BRICK TIES, 16" o.c. VERTICALLY & HORIZONTALLY+ BRICK VENEER + METAL STANDING SEAM ROOF, INSTALLED PER MANUFACTURER + 1-1/2" RIGID INSULATION, MIN. R-11.8 + 2X PT FURRING+ 2" POLYISO INSULATION, MIN. R-14.4+ AIR & WATER BARRIER + 5/8" SHEATHING + 2X12 RAFTERS + STEEL FRAME, PER STRUCTURAL + 6" SPRAY FOAM INSULATION, MIN. R-37.5 + 5/8" GYPSUM CEILING, PAINTED METAL FLASHING AT WINDOW HEAD, TYP. METAL PAN FLASHING, TYP. METAL FLASHING AT WINDOW HEAD, TYP. ROOF DECK 1'-8" 6" HALF ROUND COPPER GUTTER 2X BLOCKING STEEL BLOCKING ON STEEL BEAM, SEE STRUCTURAL 2'-11 5/8"3'-5 3/4"9 3/16" + METAL STANDING SEAM ROOF, INSTALLED PER MANUFACTURER + 1-1/2" RIGID INSULATION, MIN. R-11.8 + 2X PT FURRING + 2" POLYISO INSULATION, MIN. R-14.4+ AIR & WATER BARRIER+ 5/8" SHEATHING + 2X12 RAFTERS + STEEL FRAME, PER STRUCTURAL + 6" SPRAY FOAM INSULATION, MIN. R-37.5 + 5/8" GYPSUM CEILING, PAINTED PLAN DETAIL AT VESTIBULE Scale: 1/4" = 1'-0"5 4"INSULATED THERMALLY BROKEN ALUMINUM STOREFRONT NEW BRICK ASSEMBLY CAULK JOINT WITH BACKER ROD AT BRICK AND ALUMINUM STOREFRONT. SEAL AIR & WATER BARRIER TO ALUMINUM STOREFRONT. 3-5/8 MTL STUD WALL WITH SHEATHING AND AIR & WATER BARRIER 4" 6 3/4" H NEW BRICK ASSEMBLY WITHOUT INSULATION OR AIR & WATER BARRIER CAULK JOINT WITH BACKER ROD AT BRICK AND ALUMINUM STOREFRONT. BLOCKING 35x162ND8x16 CONFreception desk 2/A-605-NORTHRECEPTION DESK: PLAN DETAIL 1/2"= 1'-0""1 RECEPTIONIST AREA DESK 10'-9 5/8" 2'-0" 7'-0"12'-0"5'-6"2'-0"3'-0"1'-0"1'-0"1'-0"3'-0"135.00°112.50°8'-6 3/8"2/A-605-AA3 A-605 3 A-605 12"X18" TRANSFER GRILLE BENEATH DESK 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 MISCELLANEOUS DETAILS A-605 LOCKERS 6"6'-0"SIDE 1'-4" ` 8'-11 1/4" 9'-0 7/8" OPENING V.I.F.1'-7"LOCKER SECTIONSELEVATION FRONT PLAN HINGE 3/4” WHITE OAK PLYWOOD 1x2 WHITE OAK 1x2 WHITE OAK 11 1/4"1'-4 1/2"1'-4 1/2"6'-0"6"CEILING & WALL PLANES 1x 1/2” WHITE OAK NOSING, TYP LOUNGE ROOM LOCKERS: ELEVATIONS 1/2"= 1'-0""5 EXISTING ROOF DECKING EXISTING 2X RAFTERS EXISTING DOUBLE 2X8 PLATE NEW LVL (SEE STRUCTURAL 5/S2.5) NEW BLOCKING NEW GWB COVE LIGHTING, LED RIBBON LIGHTING DETAIL: COVE LIGHT AT TOWERS, SOUTH WING Scale: 1 1/2" = 1'-0"6 4 1/4"3 1/2"EXISTING ROOF DECKING EXISTING 2X RAFTERS COVE LIGHTING, LED RIBBON LIGHTING NEW LVLS (SEE STRUCTURAL 5/S2.5) NEW BLOCKING NEW GWB DETAIL: COVE LIGHT AT TOWERS, EAST WING Scale: 1 1/2" = 1'-0"7 8 7/8"3 5/8"4 1/8"1/2"DETAIL: COVE LIGHT AT BATHROOMS Scale: 1 1/2" = 1'-0"8 3-5/8" METAL STUD 5/8" GWB COVE LIGHT, LED RIBBON LIGHTING 2"3 5/8"REAR ELEVATION 3'-0"WOOD CLADDING 2'-5"THIS FACE AGAINST ADJACENT WALL FRONT ELEVATION 3 A-605 3'-0"WOOD CLADDING 3 A-605 WOOD CLADDING WOOD CLADDING LEAVEOPENING FOR 12"X18" TRANSFERGRILLE RECEPTION DESK: ELEVATIONS 1/2"= 1'-0""2 RECEPTION DESK: SECTION 1" = 1'-0"32'-5"2 1/2"2'-2 1/2"2'-6" 1'-0 3/4"7"2'-6"3'-0"6"4 1/4"5 1/2"MITRE ALL CORNERS WALNUT VENEER PLYWOOD DESKTOP 1X3 WALNUT HARDWOOD EDGING 2X4 @ 16" OC W/ VENEER PLYWOOD EACH SIDE. FINISHED WHITE OAK DESKTOP 1X3 HARDWOOD EDGING 1 1/2" 10 1/2" 1x WHITE OAK CLADDING, RANDOM WIDTHS, 1/4" SPACING1 1/2"6" TILE BASE 1x VERT. WHITE OAK SUPPORTS, 24" o.c. 1x FINISHED WHITE OAK CLADDING AT RAISED PORTION OF DESK 1X3 WHITE OAK MATCH HGT TO EDGING AT DESK DETAIL: COVE LIGHT AT CONF. ROOM Scale: 1 1/2" = 1'-0"4 1-5/8" METAL STUD 5/8" GWB COVE LIGHT, LED RIBBON LIGHTING 4"2 7/8"SOFFIT 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 MISCELLANEOUS DETAILS A-606 COMPOSITE ROOF DECK - SEE STRUCTURAL STEEL FRAMING AT ADDITION - SEE STRUCTURAL INSULATION 5/8" GWB CEILING ON CHICAGO METALLIC SUPPORT SYSTEM OR EQ. EXPANSION JOINT COVER STEEL SEISMIC REINF. - SEE STRUCTURAL COMPOSITE DECK - SEE STRUCTURAL SLAB ON GRADE IN AREA OF DEMO'D RAMP/ALLEY NEW COMPOSITE DECK - SEE STRUCTURAL 3" WIDE METAL (MATCH EXPANSION JOINT) AT METAL DECK EDGE, FIT TIGHT TO EXISTING BRICK, TYP CONFERENCE ROOM10 1/2"2'-10 1/2"7'-0"open open ATRIUM NEW SOLATUBE SUPPLY DUCT SUPPLY DUCT SUPPLY DUCT P6 P4 P48' LIGHT FIXTURE P4 P6 SKYLIGHT ABOVE CONFERENCE RAILING TYPE A 2" GAP, TYPICAL 5 A-606 A-606 6 MEZZANINE SECTION Scale: 1/4" = 1'-0"1 OPEN TO EAST WING OPEN TO EAST WING OPEN TO EAST WING OPEN TO EAST WING OPEN TO EAST WING OPEN TO EAST WINGOPEN TO EAST WING OPEN TO EAST WING OPEN TO EAST WING ATRIUM P4 P4 8'P4 8'P4 8'P4SUPPLY DUCT SOLID WOOD COUNTER METAL RAILING METAL TOE KICK STEEL BEAM MEZZANINE SECTION Scale: 1/4" = 1'-0"2 FCUDEMO EXISTING INTERIOR AT NORTH WING52'-10"print BBBB5'-10"6'-0" 2 A-606 19'-9"29'-4" 63-7/8" SECTION 74-7/8" SECTIONEDGE OF MEZZANINE NOTE: NOMINAL SIZES LISTED, EXACT DIMS TO BE CALCULATED BASED ON FIELD CONDITIONS CUSTOM CORNER 1 A-606 3 A-606 73-3/8" SECTION WOOD COUNTERWOOD COUNTER WOOD COUNTER 73-3/8" SECTION 73-3/8" SECTION 73-3/8" SECTION 63-7/8" SECTION 63-7/8" SECTION 74-7/8" SECTION 77-7/8" SECTIONMEZZANINE PLAN Scale: 1/4" = 1'-0"4 INSULATION 5/8" GWB CEILING ON CHICAGO METALLIC SUPPORT SYSTEM OR EQ. EXPANSION JOINT COVER STEEL SEISMIC REINF. - SEE STRUCTURAL COMPOSITE DECK - SEE STRUCTURAL SLAB ON GRADE IN AREA OF DEMO'D RAMP/ALLEY NEW COMPOSITE DECK - SEE STRUCTURAL 3" WIDE METAL (MATCH EXPANSION JOINT) AT METAL DECK EDGE, FIT TIGHT TO EXISTING BRICK, TYP CONFERENCE ROOM 10 1/2"2'-10 1/2"7'-0"RAILING TYPE A MESH AND FLAT BAR CONSTRUCTION MEZZANINE SECTION Scale: 1/4" = 1'-0"3 10 1/2"2'-10 1/2"RAILING TYPE A - 60" NOMINAL UNIT, SEE PLAN #4 THIS PAGE FOR OTHER NOMIAL UNIT SIZES/ LOCATIONS, VERIFY IN FIELD 3/4" X 2" FLAT BAR CONSTRUCTION, ALL WELDS GROUND AND BLUED, ALL SURFACES CLEANED/ DISTRESSED WITH STEEL WOOL OR 3M PAD. MCNICHOLS 3629250041 WELDED STEEL 3" MESH, .25" WIRE OR SIMILAR ALL INTERIOR RAILS TO BE COATED W/ SCULPT NOUVEAU CLEAR GUARD (MATTE) SAMPLES TO BE PROVIDED 2"8"1/4"9 3/4"3'-0"BENT STEEL PLATE MEZZANINE RAILING SYSTEM Scale: 3/4" = 1'-0"5 4" COMPOSITE DECK PER STRUCTURAL W14X SPANDREL BEAM PER STRUCTURAL 3/4" X 2" STEEL RAILING FRAME, VERTICAL 1/4" GAUGE STEEL MESH, WELDED 4"PROVIDE WELDED STUDS ON INTERIOR OF BENT METAL PLATE TO ENGAGE CONCRETE. 1/2" DIA. X 4" EMBED AT 12" o.c. LOCATED BETWEEN #3 REBAR 1'-0 1/2" STITCH WELD 3/4" MINIMUM COVER #3 @ 12" o.c. WITH FULL DEVELOPMENT LENGTH PAST CL OF STEEL. PROVIDE STANDARD HOOK AT CANTILEVERED EDGE TO MEET DEVELOPMENT LENGTH REQUIREMENTS.3/4"CONTINUOUS #4POUR STOP, BENT STEEL PLATE 12.5" x 8" x 0.5", STITCH WELDED TO BEAM 1/2" X 1" X 6" STEEL BAR, WELDED TO RAILING VERTICAL AND TO BENT METAL PLATE 2"RAILING TYPE A: CONNECTION AT STEEL Scale: 3" = 1'-0"8MCNICHOLS 3629250041 - COLD ROLLED STEEL WIRE MESH, 3" X 3" OPENING, 1/4" WIRE N/A" = 1'-0"7 3" OPENING3" OPENING ALL WIRE MESH TERMINATIONS TO BE WELDED TO CENTER OF 3/4" X 2" FLAT BAR SURROUND WELDS TO BE WIRE BRUSHED RAILS TO BE COATED W/ SCULPT NOUVEAU CLEAR GUARD (MATTE) SAMPLES TO BE PROVIDED 3/4" X 2" FLAT BAR SURROUND POUR STOP, BENT STEEL PLATE 4" x 8" x 0.5", STITCH WELDED TO BEAM 4" STITCH WELD REINFOREMENT PER STRUCTURAL 1"6"3/4"1/4"RAILING TYPE A: CONNECTION AT STEEL Scale: 3" = 1'-0"6 1'-0 1/2" POUR STOP, BENT STEEL PLATE 12.5" x 8" x 0.5", STITCH WELDED TO BEAM 4"STOREFRONT WALL SYSTEM AT CONFERENCE ROOM, 4" BASE TIGHT TO STEEL PLATE RAILING TYPE A: CONNECTION AT STEEL Scale: 3" = 1'-0"9 18 REDESIGN AT ATRIUM OPENING, INCLUDING RAILING SEGMENTS 3/4" X 2" FLAT BAR PANELS, ALL WELDS GROUND. MCNICHOLS 3629250041 STEEL 3" MESH, .25" WIRE, SEE DETAIL A-606.6. ALL EXTERIOR RAILS TO RECEIVE COLORGALV COATING, COLOR TBD WOOD PANELS/ PEDESTALS OVER BUILT UP ROOF, TAPERED INSULATION 5'-0" NOMINAL VIF 3'-7"2x2 STEEL SQUARE TUBE POSTS, TO BE EMBEDDED IN DECK, FLASHED/ COUNTER FLASHED/ BOOTED AS NECESSARY. ALL EXTERIOR RAILS TO RECEIVE COLORGALV COATING, COLOR TBD BOLTED PANEL/ POST CONNECTION 5'-0" NOMINAL VIF PITCH POCKET AT RAILING POST, TYP. RAILING TYPE C - EXTERIOR Scale: 3/4" = 1'-0"6 6 A-607 EXTERIOR RAILING DECK PITCH POCKET Scale: 3" = 1'-0"6 NEW EPDM ROOFING MEMBRANE RAILING POST BASE NEW GALV. METAL PITCH POCKET FILLED WITH FLASHING CEMENT NEW GALV. METAL UMBRELLA WITH DRAW BAND NEW SEALANT RAILING POST 4" CONCRETE SLAB OVER METAL DECK ALIGN FINISH FLOOR TODOOR OPENING HEIGHT GWB OVER2x4 STUD WALL ALL INTERIOR RAILS TO BE COATED W/ SCULPT NOUVEAU CLEAR GUARD (MATTE) SAMPLES TO BE PROVIDED 1'-4"1'-10"1'-8"V.I.F.WOOD RAMP WOOD FLOOR RAMP UP 4'-2"10"12'-0"2'-0" WOOD BASEBOARD, PTD. NOTE: ALL WELDS GROUND AND BLUED, ALL SURFACES CLEANED/ DISTRESSED WITH STEEL WOOL OR 3M PAD. OPEN OFFICE TO ROOF DECKSTAIR #3 V.I.F. REVISED ROOF DECK RAMP ACCESS, 3RD FLOOR ELEVATION Scale: 1/2" = 1'-0"5 GWB OVER 2x4 STUD WALL 3'-2"1'-10"1'-4"1-1/2" SCH40 PIPE GRAB RAIL 2" SQUARE HR CORNER POSTS HIDDEN FLANGE ATTACHMENT 1'-10"1'-8"V.I.F.WOOD TREADS WOOD FLOOR 7'-0"1'-10"1'-9" WOOD BASEBOARD, PTD. ELEVATOR LOBBYTO ROOF DECK TREADS (2) = 11" RISERS (3) = 6-5/8" REVISED ROOF DECK ACCESS, 3RD FLOOR ELEVATION Scale: 1/2" = 1'-0"2 RAILING TYPE C 6 A-6071'-4"1'-10"8'-0" FITNESS AREA (BEYOND) ALIGN FINISH FLOOR TODOOR OPENING HEIGHT 1'-8"REVISED ROOF DECK ACCESS, 3RD FLOOR ELEVATION Scale: 1/2" = 1'-0"3 OPEN TO STAIR #3 GWB OVER 2x4 STUD WALLWOOD RAMP 1'-10"1'-4"1'-4"1'-10"8"V.I.F.HIDDEN FLANGE ATTACHMENT 1'-0"8'-0"5'-0" WOOD BASEBOARD, PTD. 2" SQUARE HR CORNER POSTS 1-1/2" SCH40 PIPE GRAB RAIL OPEN TO STAIR #3 TOP LANDING WOOD BASEBOARD, PTD.3'-8"4'-2"SAFETY GLASSSAFETY GLASSSAFETY GLASSSAFETY GLASS V.I.F. REVISED ROOF DECK RAMP ACCESS, 3RD FLOOR ELEVATION Scale: 1/2" = 1'-0"4 307 316 UP RD 329 333 locker18x2x4x72(6" base)305 TAPERED INSULATION1/4" PER 12"TAPERED INSULATION1/4" PER 12"317306 A AAA 2ND FLOOR 8x10.58x1220sf LOUVER & PLENUM - PER MECHANICAL TAPERED INSULATION1/4" PER 12"48x16RET, 2ND325OFDHDHD HDHDUP UP324 DN Benchmark Title 0" UP UP +20" RAMP +20" +20" +20" +8" 0" 0" RAMP8'-0"12'-0" 4'-2" 2'-0"5'-0"5'-0"2'-9"7'-0"8'-0" REVISED ROOF DECK ACCESS, 3RD FLOOR PLAN Scale: 1/8" = 1'-0"1 5 4 3 2 6 A-607 6 A-6072'-0"2'-0"4"4'-2"1'-0"1'-0"UP9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 ROOF DECK & ROOF DECK ACCESS A-607 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 MISCELLANEOUS DETAILS A-608 OPEN OPEN OPEN OPEN(48 sf Clear) OPEN OPEN OPEN TO ADDITION OPEN OPEN (±32 sf Clear)±8'-9 1/8" landingCENTRAL STAIR - SECTION Scale: 1/4" = 1'-0"4 CENTRAL STAIR - SECTION Scale: 1/4" = 1'-0"6 NEW STEEL LINTEL TO SUPPORT BRICK ARCHES AND STAIR STEEL BEAM LOADS. INFILL WINDOW MIN. 18" BELOW ADJACENT FINISH CEILING AS DRAFT CURTAIN. RENOVATE EXISTING STAIRS NEW MASONRY OPENING NEW WINDOW IN TOP PORTION OF EXISTING OPENING. SILL HEIGHT TO MATCH ADJACENT WINDOWS EXISTING MASONRY OPENING WITH FRAMELESS GLASS STOREFRONT SYSTEM NEW STEEL LINTEL ABOVE NEW MASONRY OPENINGS IN EXISTING MASONRY WALL. NEW MASONRY OPENING WITH REUSED RAILING HALF WALL WITH 2x ROUGH SAWN WOOD CAP RENOVATE EXISTING STAIRS NEW MASONRY OPENING WITH FRAMELESS GLASS STOREFRONT SYSTEM REUSE METAL RAILING WITH NEW HANDRAIL AT RENOVATED STAIRS A A A 5'-10"7'-0"1078'-4"8'-10"8'-0 1/2" demo cmu block STAIR 3 RE USE EXISTING FINISHED FLOORA ASTAIR 3 RE USE EXISTING FINISHED FLOOR RD 0" 0" OFD UP UPRAMP +8" RAMPCENTRAL STAIR - 3RD FLOOR PLAN Scale: 1/4" = 1'-0"1 CENTRAL STAIR - 2ND FLOOR PLAN Scale: 1/4" = 1'-0"2 CENTRAL STAIR - 1ST FLOOR PLAN Scale: 1/4" = 1'-0"3 NEW MASONRY OPENING WITH FRAMELESS GLASS STOREFRONT NEW MASONRY OPENING WITH FRAMELESS GLASS STOREFRONT SYSTEM EACH OPENING RENOVATE EXISTING STAIRS RENOVATE EXISTING STAIRS NEW MASONRY OPENING NEW GUARDRAIL AT TOP OF EXISTING STAIRS NEW MASONRY OPENING WITH FRAMELESS GLASS STOREFRONT NEW MASONRY OPENING REMOVE EXISTING BASEMENT DOOR. RENOVATE EXISTING STAIRS OPEN OPEN ±10'-6 5/8" landingEX. BRICK EX. BRICK EX. BRICK GWB GWB GWB GWB REUSED RAILING AT STAIR OPENING EXISTING BRICK 42" HALF WALL WITH 2x ROUGH SAWN WOOD CAP EXISTING STEEL LINTEL NEW WAINSCOTING WITH WOOD CAP. MATCH TO HEIGHT OF CAP AT METAL FLANGE AT 2ND FLOOR LANDING. NEW MASONRY OPENING WITH REUSED RAILING 4"x4" WOOD POST UP TO RIDGE BEAM - PER STRUCTURALS 4"x4" WOOD POST UP TO DIAGONAL RIDGE - PER STRUCTURALS ±8'-9 1/8" landing±10'-6 5/8" landingFRAMELESS GLASS STOREFRONT SYSTEM GWB SOFFIT DRAFT CURTAIN, MIN. 18" BELOW ADJACENT FINISH CEILING GWB SOFFIT DRAFT CURTAIN, MIN. 18" BELOW ADJACENT FINISH CEILING BASEMENT - T.O. SLAB 90'-10 1/2" FIRST FL - T.O. FINISH 100'-0" SECOND FL - T.O. FINISH 111'-11 3/8" ADD. ROOF - T.O. SLAB 123'-8 1/8" 3RD FL - T.O. FINISH 123'-0 3/8" ROOF DECK 124'-8 5/8"1'-6"MIN.1'-6"MIN.4 A-502 6 A-502 5 A-502 5 A-502 CENTRAL STAIR - SECTION Scale: 1/4" = 1'-0"5 1'-6"MIN.1'-6"MIN.CENTRAL STAIR - SECTION Scale: 1/4" = 1'-0"7 4 A-502 6 A-502 5 A-502 5 A-502 4 A-502 6 A-502 5 A-502 5 A-502 5 A-502 6 A-502 4 A-502 7 A-502 OPEN TOADDITIONOPEN TO ADDITION 3'-10 1/4"8'-0"4'-3 1/2"4'-0 1/2"2'-9 3/4"±10'-2 3/4"2'-8"5'-3 1/4"8 1/4"2'-5 1/2" EXISTING WOOD LINTEL EX. BRICK8'-11 3/4"POST DOWN TO NEW STEEL LINTEL. 9'-5 3/4" = MAX. HEIGHT OF OPENING ALLOWED FOR CREATION OF DRAFT CURTAIN OPEN 8'-8 1/4" MAX.POST DOWN TO NEW STEEL LINTEL. 8'-8" = MAX. HEIGHT OF OPENING ALLOWED FOR CREATION OF DRAFT CURTAIN GWB SOFFIT 5 A-502 7 A-502 GWB SOFFIT STOREFRONT ON HALF WALL GWB GWB GWB GWB 3'-8"4'-2"OPEN NEW WAINSCOTING WITH WOOD CAP. MATCH TO HEIGHT OF CAP AT METAL FLANGE AT 3RD FLOOR LANDING. 6 A-502 4 A-502 18 INCREASE AMOUNT OF EXPOSED BRICK AT SOUTH WALL OF STAIR WELL 18 INCREASE AMOUNT OF EXPOSED BRICK AT WEST WALL OF STAIR WELL 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 OPENING AT FIRST FLOOR CONFERENCE ROOM A-609 5'-0" EXTERIOR BRICK DECORATIVE BANDING (MULTIPLE AT VARIOUS HEIGHTS) EXISTING BRICK WALL DECORATIVE 1/2" WOOD TRIM, EXTENDING 1/2" BEYOND DECORATIVE BRICK BANDING 1/4" METAL PLATE, PAINTED STEEL BRACING BOLTED TO C-CHANNEL, PER STRUCTURAL C-CHANNEL, BOLTED INTO MASONRY, PER STRUCTURAL GROUT, PER STRUCTURAL Z REVEAL MOLDING, ALUMINUM 1/2" W x 5/8" D EXISTING WINDOW OPENING TOREMAIN EXISTING WINDOW FRAME AND TRIM, REINSTALLED WITH NEW JAMB EXTENSIONS AS NEEDED SAW CUT BRICK TO ACCOMMODATE NEWC-CHANNEL & GROUT FROM BELOW FLOOR TO DECK ABOVE, PER STRUCTURAL. C-CHANNEL, BOLTED INTO MASONRY, PER STRUCTURAL GROUT, PER STRUCTURAL STOREFRONT WALL, PER ARCHITECTURAL NEW OPENING BETWEEN EXISTING BUILDING AND NEW ADDITION EXTERIOR WYTHE OF BRICK TO REMAIN IN PLACE. ATRIUM CONFERENCE ROOM REPLACE BRICK AFTER C-CHANNEL INSTALLATION DECORATIVE 1/2" WOOD TRIM, TO EXTEND 1/2" BEYOND FACE OF GWB NEW DOOR SYSTEM (TBD) 1-1/4"x3-5/8" STUD WALL WITH 5/8" GWB PLAN: OPENING AT FIRST FLOOR CONFERENCE ROOM Scale: 1 1/2" = 1'-0"2 130 DD128 101102127 126 103104BRICK 119 111 115 113118 112 114 117 116124108121 110 109131 125 120 134 1051078x10.58x16D D D D E EEEEEEE 26x1215x1018x1022x1216x1018x1026x1215x1018x1026x1215x1018x10BRICK 122123 SINK48x16RET, 2ND 35x162ND SPRINKLERRISER 35x162ND 8x16CONF STEEL "V" BRACE wall REFRIGERATOR REFRIGERATO R STOVE ELKAY SS SINKWITHIN INTEGRAL SS COUNTER TOP FROM ELKAY DW COFFEE MACHINE WOOD COUNTER DW ELKAY SS SINKWITHIN CUSTOM WOOD COUNTE R 133132ICEMAKER OVENMICROOVENMICROEXIS T I N G TRAN S F O R M E R EXISTING TRANS F O R M E R 6'-0" x 5'-0"DOCKLEVELLER NEW CONCRETELOADING DOCK6'-8"x7'-5 " x 6 ' - 1 0" DUMPST E R30"x30"SIDE DOOR 135BOTTLEFILLERKEY PLAN 1/A-609 2A-609 3 A-609 ELEVATION: OPENING AT FIRST FLOOR CONFERENCE ROOM Scale: 1/4" = 1'-0"1 7'-0"3'-0"12'-1" STEEL SEISMIC BRACING, PER STRUCTURAL, TYP. STEEL HIDDEN BY GWB, TYP.GWB SOFFIT 4 A-609 OPEN TO ATRIUM OPEN TO ATRIUM 5'-0" EXISTING BRICK WALL ATRIUM CONFERENCE ROOM STEEL SEISMIC BRACING, PER STRUCTURAL NEW DOOR SYSTEM (TBD) PLAN: OPENING AT FIRST FLOOR CONFERENCE ROOM Scale: 1 1/2" = 1'-0"3 ±10'-2" B.O. BRICK7'-0" B.O. STEELEX. BRICK ATRIUMCONFERENCE ROOM STEEL PLATE WOOD TRIM FACE OF BRICK (BEYOND) STEEL SEISMIC BRACING, PER STRUCTURAL EX. JOISTS - 13-1/4" DEEP ±10'-8 3/4" B.O. JOISTSHEAD FINISH DETAILS TBD AFTER SELECTION OF DOOR DOOR SYSTEM TBD SECTION: OPENING AT FIRST FLOOR CONFERENCE ROOM Scale: 1 1/2" = 1'-0"4 WOOD PRIVACY FENCE 3'-0"TRASH ENCLOSURE & LOADING DOCK Scale: 1/2" = 1'-0"3 4'-0"GRADE BRICK VENEER 12" CONCRETE FOUNDATION WALL 8" CONCRETE WALL (OR CMU WALL) CULTURED STONE WALL CAP CONCRETE PAD FOR DUMPSTER COMPACTED GRAVEL 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 LOADING DOCK & DUMPSTER SURROUND DETAILS A-610 TRASH ENCLOSURE & LOADING DOCK Scale: 1/2" = 1'-0"4 CONCRETE PAD FOR DUMPSTER COMPACTED GRAVEL COMPACTED FILL EXISTING ASPHALT DRIVE WOOD PRIVACY GATE, BI-PARTING. TOP OF GATE @ 7'-0" ABOVE FINISHED GRADE (MATCH ADJACENT WALL/FENCE HEIGHT)7'-0"TRASH ENCLOSURE & LOADING DOCK Scale: 1/2" = 1'-0"2 GRADE BRICK VENEER 12" CONCRETE FOUNDATION WALL WOOD PRIVACY FENCE LOADING DOCK COMPACTED GRAVEL COMPACTED FILL3'-0"8" CONCRETE WALL (OR CMU WALL), PER STRUCTURAL CULTURED STONE WALL CAP 5" CONCRETE DECK, PER STRUCTURAL TRASH ENCLOSURE & LOADING DOCK Scale: 1/2" = 1'-0"5 8" CONCRETE WALL (OR CMU WALL) 8" CONCRETEFOUNDATION WALL STEEL POLE, TYP.WITH REMOVABLE CHAIN LOADING DOCK: 5" CONCRETE DECK WITHTHICKENED EDGE. MATCH HEIGHT TO ADJACENT EXISTING STAIR LANDING. CONCRETE PAD FOR DUMPSTER COMPACTED GRAVEL COMPACTED GRAVEL 124125 DNDN126 3'-0"10'-0"5' - 0 " AHU-1 35X35GENERATOR35X3535X35 2'-0" 5'-0"3'-11 1/2"13'-5 1/4"3'-0"2'-11"5'-0"3'-4 1/4"4'-0"1'-4 1/4"CONDENSORCONDENSORE X I S T I N G T R AN S FORM E R EX I S T I N G T R A N S F O R M E R NEW CONCRETE LOADING DOCK. MATCH ELEVATION OF EXISTING 30"x30" Side Door EXISTING CONCRETE ENTRY PORCH 10'-0"5'- 0 " PRODUCTION ROOM STAIR #2 UTILITY ROOM 6 A-611 PLAN: TRASH ENCLOSURE & LOADING DOCK Scale: 3/8" = 1'-0"1 EXISTING ASPHALT PARKING LOT 7'-9 1/2"6'-3 1/4"9'-6 1/2"3'-3 1/4"8'-7 1/2" 10'-7 13/16"13'-3"6'-0 1/4"7'-6" 2 A-611 6' - 8 " x 7 ' - 5 " x 6 ' - 1 0 " D um p s t e r 3 A-611 MECHANICAL PAD LAYOUT, PER CONTRACTOR. NEW 48" BRICK VENEER WALL NEW 36" WOOD PRIVACY FENCE POST FOR PORCH ROOF EDGE OF PORCH ROOF ABOVE DOCK LEVELLER DIMENSIONS PER MANUFACTURER EXISTING POSTS FOR PORCH ROOF NEW METAL POSTS AT EDGE OF DOCK, TYP. NEW 48" BRICK VENEER WALL NEW 36" WOOD PRIVACY FENCE 9' - 0 " 5 A-611 4 A-611 3 A-611 DUMPSTER PAD 9'-0" x 8'-7 1/2" TRASH ENCLOSURE & LOADING DOCK Scale: 1/2" = 1'-0"6 PIT FOR DOCK LEVELLER, DIMENSIONS PER MANUFACTURER 8" CONCRETE FOUNDATION WALL LOADING DOCK: CONCRETE DECK, PER STRUCTURAL. MATCH HEIGHT TO ADJACENT EXISTING STAIR LANDING. EXISTING ASPHALT COMPACTED GRAVEL DOCK LEVELLER, PER MANUFACTURER VERIFY DOCK HEIGHT IN FIELD18 REVISED TRASH ENCLOSURE AND LOADING DOCK, WITH DETAILS. 18 PREVIOUSLY LABELED A-611 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 SITE PLAN AT NEW ENTRY AND ENTRY RAMP A-801 130 DD128 101102127 126 103104BRICK 1081 1 0 109131 134 105 1'-2"107DDDD E EEEEEEE 26x1215x1018x1022x1216x1018x1026x1215x1018x1026x1215x1018x10BRICK3'-6 1/2"3'-8"3'-6 1/2"8'-0"6"6'-0"REFRIGERATORSTOVESINKSINK48x16RET, 2ND35x162NDSPRINKLERRISER DW35x162ND8x16CONF STEEL "V" BRACE48x16RET, 2ND35x162ND8x16CONFREFRIGERATOR wallREFRIGERATORREFRIGERATORSTOVEELKAY SS SINKWITHIN INTEGRALSS COUNTER TOPFROM ELKAYDWCOFFEE MACHINE WOOD COUNTERDWDWELKAY SS SINKWITHIN CUSTOMWOOD COUNTERICEMAKEROVENMICROOVENMICRO135EB 1 2 3 4 C D HB.5 E.5 GA 16'-3 7/8"17'-0 7/8"11'-9 5/8"11'-0"6'-6 3/4"4'-5 1/4"11'-0"11'-0"6'-1"11'-11 1/8"9'-2"7'-6 1/2" J 1 E2 E130'-0"RAMP UP 28.8'BRICK PAVERSGRANITE PAVERS CONCRETE PAVERS "BRICK" TO MATCH SITE PAVERS WALLENTRY 275.10 275.8 272.20 PLANTED AREA TO SCREEN DECK PLANTED AREA TO SCREEN DECK 11'-2 7/8"272.50 NEW GRANITE STAIRS2.6' drop2'-7 1/4 "= 5R @ 61/4" 2'-0 7/8"6 1/2"275.20 12'-6 1/2"PLANTED AREA RAISED DECK 6'-4"5'-3"5'-3"5'-3"12'-0" 22'-6" PLANTED AREA ENTRY VESTIBULE UP UP32'-8"PLANTED AREA10'-7"4'-0"2'-0"BRICK PAVERSDETECTABLE PANEL, PER LANDSCAPECROSSWALK, PER LANDSCAPE 1A-802 2A-802 3 A-802 4 A-802 SITE PLAN AT NEW ENTRY Scale: 1/8" = 1'-0"1 18 NEW SHEET FOR UPDATED SITE PLAN 9 Rev Date Description Project Title Architects, Inc. 196 Pleasant St. Northampton, MA 01060 413-585-0641 REGISTERED ARCHITECT, COMMONWEALTH OF MASSACHUSETTS This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of a registered architect employed by Thomas Douglas Architects is affixed in the space below. The Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. THOMAS DOUGLAS New Offices For CHECKWRITERS 1924 LLC Gawith Hall Historic Round Hill Summit Northampton, Massachusetts Issue Date: Drawn By: Checked By: Project ID: Drawing No. Project North 1 01/05/2016 SCHEMATIC REVIEW Sheet Title Scale: 07/07/2016 TD/DB/JB/SL TD 15-018 AS NOTED 2 01/21/2016 PROGRESS SET 3 01/28/2016 PROGRESS SET - DEMO 4 03/31/2016 PROGRESS SET - DEMO 5 04/11/2016 SCHEMATIC REVIEW 6 05/18/2016 PROGRESS SET - REVIEW 7 06/23/2016 REVIEW 8 07/07/2016 PROGRESS SET - REVIEW 08/18/17 NPS. MHC SUBMISSION 10 11/29/17 PERMIT SETCONSTRUCTION SET11 02/19/18 BID SET 12 03/13/18 REVISED BID SET 10/16/18 13 04/25/18 CD ADDENDUM FOR ADDITION - STRUCTURAL 14 05/16/18 KITCHEN REVISION 15 06/07/18 CONSTRUCTION SET 16 08/10/18 REVISED CONSTRUCTION SET, LIGHTING/RCP'S, PLANS,ELEVATIONS 17 09/07/18 REVISED A-124, A-601, A-607 10/09/18 MULTIPLE REVISED SHEETS18 EXTERIOR ENTRY RAMP DETAILS A-802 DDD DD 7'-0" A.F.F.TYP.LONGITUDINAL SECTION: EXTERIOR ENTRY RAMP Scale: 1/2" = 1'-0"1 4 A-802 3 2 1 5"30'-0"3'-0" T.O. STEPS 275'-2 3/8" B.O. RAMP 272'-9 5/8" CONCRETE SUBSTRATE, PER STRUCTURAL GRAVEL FILL 3/4" ASPHALT BED BRICK PAVERS CONCRETE WALL WITHBRICK SHELVES, PER STRUCTURAL MIN. DISTANCE ABOVE SURFACE, PER STRUCTURAL MORTAR BED BRICK VENEER, BOTH SIDES BLUESTONE CAP, WITH DRIP CUT TOP OF RAMP, BEYOND 10"4"1'-4"4"10" 2'-3" 1 1/2"1 1/2"2"GRADE/SIDEWALK ±30"2% max. cross slope SECTION: EXTERIOR ENTRY RAMP Scale: 1/2" = 1'-0"4 T.O. RAMP @ DOOR 275'-2 3/8" 2 A-802 1 A-802 T.O. RAMP @ STEPS 275'-1 1/4"1'-7"1'-7"30'-0" RAMP RISE = 28-3/4" 1'-4"1'-4" LONGITUDINAL SECTION: EXTERIOR ENTRY RAMP, BACK OF WALL Scale: 1/2" = 1'-0"2 4 A-802 321 3'-0"30'-0"5" T.O. STEPS 275'-1 1/4" B.O. RAMP 272'-8 3/8"1'-7"1'-7"30'-8"1'-1 1/2"1'-1 1/2" LONGITUDINAL ELEVATION: EXTERIOR ENTRY RAMP, FRONT OF WALL Scale: 1/2" = 1'-0"3 3 2 1 T.O. STEPS 275'-1 1/4" B.O. RAMP 272'-8 3/8" 32'-11" 4'-1 1/4"3/8"4'-1 1/8"3/8"4'-1 1/8"3/8"4'-1 1/8"3/8"4'-1 1/8"3/8"4'-1 1/8"3/8"4'-1 1/8"3/8"4'-1 1/4" 4 A-802 CULTURED STONE CAP WITH DRIP CUTS, DIVIDED INTO SEGMENTS 18 PREVIOUSLY LABELED A-610