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18016 - HPMG - 109 MAIN ST-CPC-2018-07-05-1REF.13'-0"4'-0"6'-0"16'-3"17'-6"17'-10"16'-8"6'-0"15'-6"21'-5"6'-9"16'-3"10'-6"19'-0"17'-4"103'-0"70'-0" TO EXIT72'-0"TO EXIT57'-0"TO EXIT36' - 9"EXISTING EXIT TO EXTERIOR SIDEWALK AT GRADEEXISTING STORAGEWORK AREA2,800 SFENTRY/EGRESS TO GOTHIC STREETCOMMONENTRYVIEW OF GOTHIC STREET ENTRYKUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comADBC1234512345ADBCc Kuhn Riddle Architects, Inc.This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:7/4/2018 3:48:49 PMAs indicated07/05/2018GPGCOVER SHEETG1.0109 MAIN STREETNORTHAMPTON, MA 01060COMMITTEE FOR PUBLICCOUNSEL SERVICES18016The Committee for Public Counsel Services (CPC)OWNERHAMPSHIRE PROPERTY MANAGEMENT GROUP150 Main St Northampton, MA 01060413-582-9970STRUCTURAL ENGINEERJACOB SMITH ENGINEERING AND DESIGN South Deerfield MA, 01373413.397.3441DRAWING LISTSHEETNUMBERSHEET NAMEAD1.1 FIRST FLOOR DEMOLITION PLANAD7.1 FIRST FLOOR REFLECTIVECEILING DEMOLITION PLANA1.1 PROPOSED FIRST FLOOR PLANA7.2 PROPOSED REFLECTED CEILINGPLANSK-1 STRUCTURAL DETAILS ATWINDOW OPENING109 Main Street, Northampton, MA 010601" = 10'-0"PROPOSED FIRST FLOOR EGRESS DIAGRAM1CONTRACTORPIONEER CONTRACTORSP.O. BOX 1145Northampton, MA 01061413-586-5491THE ARCHITECT'S SCOPE OF SERVICES FOR THIS PROJECT IS LIMITED TO THE DESIGN OF THE INTERIOR LAYOUT. THIS DRAWING SET ILLUSTRATES A DESIGN WHICH HAS LIMITED FIELD-VERIFICATION. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORS TO FIELD VERIFY ALL EXISTING AND PROPOSED CONDITIONS INCLUDED IN THIS DOCUMENT. THESE CONDITIONS INCLUDE, BUT ARE NOT LIMITED TO, ALL DIMENSIONS, EXISTING CONDITIONS, SITE CONDITIONS, AND ANY EXISTING OR NEW CONFLICTS. THE GC SHALL NOTIFY THE ARCHITECT OF ANY CONFLICTS, DISCREPANCIES, OR ERRORS PRIOR TO CONSTRUCTION SO THAT THEY MAY BE RESOLVED.THE OWNER HAS CONTRACTED SEPARATELY WITH THE GENERAL CONTRACTOR FOR THE DESIGN OF THE FOLLOWING COMPONENTS OR SYSTEMS, OVER WHICH THE ARCHITECT HAS HAD NO AUTHORITY AND ACCEPTS NO RESPONSIBILITY:• STRUCTURAL DESIGN• PLUMBING• FIRE PROTECTION• HEATING, VENTILATING AND AIR CONDITIONING• ELECTRICAL, INCLUDING POWER, EXIT SIGNS, EMERGENCY LIGHTS AND ALARM SYSTEMS.• INTERIOR DESIGN FIXTURES, CABINETS, FINISHES AND FURNITURE.THE OWNER AND CONTRACTOR ACKNOWLEDGES THAT THE ARCHITECT WILL HAVE NO DIRECT CONTROL OVER SUCH WORK. DESIGN OF THESE SYSTEMS; COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS, INCLUDING BUT NOT LIMITED TO THE BUILDING CODE, ENERGY CODE, ACCESSIBILITY CODES, MECHANICAL, PLUMBING AND ELECTRICAL CODES; AND COORDINATION OF THE WORK WITH OTHER TRADES; AND ALL NECESSARY PERMITS, INSPECTIONS AND APPROVALS SHALL BE THE RESPONSIBILITY OF THE DESIGN-BUILD SUBCONTRACTORS AND THE GENERAL CONTRACTOR.1/16" = 1'-0"EXISTING FIRST FLOOR PLAN-WORK AREA2MAIN STREET UPUPTTT TTEXISTING FIRE EXTINGUISHERS TO BE RE-LOCATEDEXISTING HANDRAIL TO BE MODIFIED FOR NEW OPENING INTO FUTURE BREAK ROOM IF REQ'DNEW MASONRY OPENING FOR NEW WINDOW SEE STRUCTURAL DRAWINGSNEW 3'-0" DOOR OPENING.EXISTING WINDOW & DOOR TO BE REMOVED & REPLACED W/ INFILL WALL FRAMINGEXISTING DOOR TO BE REMOVED & REPLACED W/ INFILL WALL FRAMINGEXISTING CLOSET TO BE REMOVEDEXISTING DOOR TO BE REMOVED, FRAME TO REMAINNEW 3'-0" CLEAR OPENING NEW OPENING FOR 3'-0" DOOR.REMOVE EXISTING VCT FLOOR, PREP SURFACE FOR NEW VCT FLOORV.I.F.5' - 10 1/2"REMOVE EXISTING CABINETS, COUNTERTOP & SINK & RE-USE IN NEW LOCATION3' - 0"RELOCATE EXISTING POWER & DATA AS REQ'D FOR NEW LAYOUTRELOCATE OUTLETS AT NEW PARTITION LOCATIONEQ.EQ.3' - 6 1/2"NEW OPENINGREMOVE AND SALVAGE EXISTING CABINETS AND COUNTERTOPREMOVE AND SALVAGE CABINETS AND COUNTERTOPREMOVE AND SALVAGE CABINETS, COUNTERTOP AND SINKREMOVE EXISTING DOORS AND WALLS INDICATEDKUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comADBC1234512345ADBCc Kuhn Riddle Architects, Inc.This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:7/4/2018 3:48:25 PM1/4" = 1'-0"07/05/2018CPGFIRST FLOOR DEMOLITIONPLANAD1.1109 MAIN STREETNORTHAMPTON, MA 01060COMMITTEE FOR PUBLICCOUNSEL SERVICES180161/4" = 1'-0"FIRST FLOOR DEMOLITION PLAN1 SDSDSDSDSDSDRELOCATE RETURN VENT AS REQUIRED.REMOVE 2X4 LIGHT FIXTURE, SALVAGE FOR OWNERREMOVE CLG TILE IN THIS LOCATION, TO FRAME NEW PARTITION WALL(S) & PROVIDE NEW ATC GRID & TILE AS REQ'D FOR NEW LAYOUTRELOCATE LIGHT FIXTURES TO NEW LOCATION, PROVIDE NEW SWITCHING & WIRING FOR NEW OFFICE REMOVE LIGHT FIXTURESRELOCATE LIGHT FIXTURES IN BREAK ROOMPROVIDE NEW SWITCH & WIRING FOR NEW OFFICEKUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comADBC1234512345ADBCc Kuhn Riddle Architects, Inc.This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:7/4/2018 3:48:35 PM1/4" = 1'-0"07/05/2018AuthorFIRST FLOOR REFLECTIVECEILING DEMOLITION PLANAD7.1109 MAIN STREETNORTHAMPTON, MA 01060COMMITTEE FOR PUBLICCOUNSEL SERVICES180161. MEP/FP MODIFICATIONS TO BE PROVIDED BY DESIGN/BUILD CONTRACTORS. GC AND DESIGN/BUILD CONTRACTORS TO PROVIDE ALL REQUIRED DOCUMENTATION. UPUPREF.IF APPROVED BY THE CITY OF NORTHAMPTON, PROVIDE NEW 4'-6" BY 6'-0" INSULATED ALUMINUM DUAL GLAZED WINDOW, SIMILAR TO ADJACENT. CONTRACTOR TO PROVIDE SHOP DRAWING FOR REVIEW. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. PROVIDE SHEETROCK RETURN AT HEAD AND JAMBS, PROVIDE SOILD SURFACE SILL.9' - 8"9' - 4"8' - 11"123 SFOFFICE10793 SFOFFICE106100 SFOFFICE105100 SFOFFICE104101 SFOFFICE103204 SFCONFERENCE10297 SFOFFICE11183 SFOFFICE114123 SFOFFICE101158 SFOFFICE11528 SFSTORS2335 SFHALLH280 SFHALLH3CLEAR3'-0" MIN.94 SFOFFICE110154 SFOFFICE11632 SFSTORS1142 SFBREAK10945 SFCUBE11245 SFCUBE113469 SFHALLH1NEW WALLS TO ALIGN W/ EXISTING WALLS (TYP.)115106107110111149 SFWELLNESS1088' - 3 1/4"9' - 1"PROVIDE NEW VCT FLOOR & THRESHOLD AT NEW OPENING, EXISTING SINK TO REMAIN19' - 5"9' - 8 1/2"4' - 7"8 1/2"A1.1274 SFTOILET ROOMTR172 SFTOILET ROOMTR23' - 7 3/4"1' - 6"5' - 1"5' - 0"3' - 6 1/2"9' - 9 1/2"EXISTING RAMPMIN.1' - 6"5' - 11 3/4"CLEAR5' - 0"CLEAR5' - 0"3' - 0"4' - 2 3/4"NEW INFIL WALL TO MATCHEXISTING ADJACENT4' - 10"1' - 0"RELOCATE FIRE EXTINGUISHER TO PROVIDE 1'-0" CLEARANCE AT NEW DOOR OPENINGCLEAR3'-0" MIN.SEE SINK DETAIL FOR CLEARANCE REQUIREMENTSSALVAGED CABINETS,NEW COUNTERTOP3' - 0"7' - 0"CLEAR FINISH FLUSH WOOD DOOR TO MATCH EXISTINGPAINTED WOOD TRIM TO MATCH EXISTING1' - 8 1/2"5' - 11 3/4"4' - 6"1' - 4 1/2"CONTRACTOR TO VERIFY DIMENSIONS IN FIELDOPERABLE AWNING WINDOW1' - 0"EXISTING WALL TO BE REMOVEDPROPOSEDNEW WALLSTART OF RAMPEXISTING HANDRAILCONFIRM CLEARANCESAND DIMENSION IN FIELD.EXISTING WALL TO REMAINPLAN SECTION @ REMOVABLE PANEL BELOW SINKSECTION AT SINK9"2' - 10"2' - 5"6"2' - 0"4"5"8"3/4"3/4"3/4" SOLID SURFACE COUNTER TOP -1/2" RADIUS @ OUTER EDGE2x4 POPLAR FRAMINGSECURE TO REAR WALL & SIDEWALL3/4" SOLID SURFACE FACE3/4" x 4" SOLID SURFACE BACKSPLASH @ REAR AND SIDE WALLS3/4"OFFSET P-TRAP1/2" REMOVABLE SOLID SURFACE PANEL SECURE TO 2x2 CLEATS WITH STAINLESS STEEL SCREWS AND FINISH WASHERS MIN. (3) PER SIDE -NOTCH PANEL TO CLEAR SINK AS REQ'D. 3/4" PLYWOOD END PANELSNOTE:INSTALL 1/2" SOLID SURFACE FINISHED END PANEL @ EXPOSED END2x2 POPLAR CLEATS SECURED TO PLYWOOD END PANELSSTAINLESS STEEL SCREW AND FINISH WASHER -MIN. (3) PER SIDE2x2 CLEAT1/4"1/4"FACE OF SIDEWALL3/4' PLYWOOD END PANELSFACE OF REAR WALLSTAINLESS STEEL SCREW AND FINISH WASHER -MIN. (3) PER SIDE2x2 CLEAT1/4" SOLID SURFACE FINISHED END PANEL @ EXPOSED EDGE1/2" SOLID SURFACE REMOVABLE PANEL6" TO 1'-4"VARIES2x CLEAT -SECURE TO REAR WALL & PLYWD END PANEL2x CLEAT -SECURE TO SIDE & REAR WALLNOTE:INSTALL SOLID 2x BLOCKING IN WALLS @ ALL ATTACHMENT POINTS30" MIN. CLR. WIDTH1/2"1/4"2x4 POPLAR FRAMING -SECURE TO REAR WALL, ENDWALL & SIDE PANELSKUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comADBC1234512345ADBCc Kuhn Riddle Architects, Inc.This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:7/4/2018 3:48:01 PMAs indicated07/05/2018CPGPROPOSED FIRST FLOOR PLANA1.1109 MAIN STREETNORTHAMPTON, MA 01060COMMITTEE FOR PUBLICCOUNSEL SERVICES180161/4" = 1'-0"PROPOSED FIRST FLOOR PLAN13/8" = 1'-0"DOOR TYPE A1/2" = 1'-0"WINDOW TYPE A3Proposed Door ScheduleMark Height Width FinishFrameFinishFrameMaterial106 7' - 0" 3' - 0" WOOD PAINTED WOOD107 7' - 0" 3' - 0" WOOD PAINTED WOOD110 7' - 0" 3' - 0" WOOD PAINTED WOOD111 7' - 0" 3' - 0" WOOD PAINTED WOOD115 7' - 0" 3' - 0" WOOD PAINTED WOOD1 1/2" = 1'-0"Modified Handrail2ROOM SCHEDULEROOM FLOOR BASE WALLS CEILINGSCOMMENTSNUMBER NAME FINISH FINISH FINISH FINISH101 OFFICE CARPET PAINT ETR PAINT ETR102 CONFERENCE CARPET PAINT ETR PAINT ETR PATCH AND REPAIR WALL WHERE CABINETS ARE REMOVED. SHEETROCKRETURN AT NEW OPENING. SILL TO MATCH SILL IN OFFICE 101103 OFFICE CARPET PAINT ETR PAINT ETR104 OFFICE CARPET PAINT ETR PAINT ETR105 OFFICE CARPET PAINT ETR PAINT ETR106 OFFICE CARPET PAINT ETR/ NEW WOOD PAINT ATC PROVIDE NEW WOOD BASE AT NEW WALLS TO MATCH EXISTING. PROVIDE NEWATC AS REQUIRED107 OFFICE CARPET PAINT ETR/ NEW WOOD PAINT ATC PROVIDE NEW WOOD BASE AT NEW WALLS TO MATCH EXISTING. PROVIDE NEWATC AS REQUIRED108 WELLNESS VCT/ETR PAINT ETR PAINT ETR PROVIDE NEW VCT FLOOR WHERE INDICATED, EXISTING CERAMIC TILE TOREMAIN109 BREAK VCT PAINT ETR/ NEW WOOD PAINT ATC PROVIDE NEW VCT FLOOR AND TRANSITIONS AT OPENINGS. PROVIDE NEW WOODBASE AT NEW PARTITIONS TO MATCH EXISTING. PROVIDE NEW ATC AS REQUIRED110 OFFICE CARPET PAINT ETR/ NEW WOOD PAINT ATC PROVIDE NEW WOOD BASE AT NEW WALLS TO MATCH EXISTING. PROVIDE NEWATC AS REQUIRED111 OFFICE CARPET PAINT ETR/ NEW WOOD PAINT ETR PROVIDE NEW WOOD BASE AT NEW WALLS TO MATCH EXISTING.112 CUBE CARPET PAINT ETR PAINT ETR PROVIDE NEW WOOD BASE AT NEW WALLS TO MATCH EXISTING.113 CUBE CARPET PAINT ETR/ NEW WOOD PAINT ETR PROVIDE NEW WOOD BASE AT CLOSET LOCATION TO MATCH EXISTING114 OFFICE CARPET PAINT ETR PAINT ETR115 OFFICE CARPET PAINT ETR/ NEW WOOD PAINT ATC PROVIDE NEW WOOD BASE AT NEW WALLS TO MATCH EXISTING. PROVIDE NEWATC AS REQUIRED116 OFFICE CARPET PAINT ETR/ NEW WOOD PAINT ATC PROVIDE NEW WOOD BASE AT NEW WALLS TO MATCH EXISTING. PROVIDE NEWATC AS REQUIREDH1 HALL CARPET PAINT ETR/ NEW WOOD PAINT ATC PROVIDE NEW WOOD BASE AT NEW WALLS TO MATCH EXISTING. PROVIDE NEWATC AS REQUIREDH2 HALL CARPET PAINT ETR PAINT ETR PROVIDE NEW WOOD BASE AT NEW WALLS TO MATCH EXISTING.H3 HALL ETR ETR PAINT ETRS1 STOR ETR ETR ETR ETR NO WORKS2 STOR CARPET PAINT ETR PAINT ETRTR1 TOILET ROOM ETR ETR PAINT ETRTR2 TOILET ROOM ETR ETR PAINT ETRATC = NEW ACOUSTICAL TILE CEILINGETR = EXISTING TO REMAINVCT = VINYL COMPOSITION TILEEXISTING RAMPEXISTING RAMPNEW 2-HOURWALL AT DOOROPENING1. NEW WALLS TO BE METAL STUDS WITH SOUND BATTS. WHERE POSSIBLE PROVIDE RESILIENT CHANNEL ONE SIDE FOR BETTER SOUND ATTENUATION. PROVIDE 5/8" TYPE X GWB EACH SIDE.2. AT NEW OPENING IN EXISTING WALLS, PROVIDE A SHEETROCK RETURN WITH CORNER GUARDS. SDSDPROVIDE SOFFIT BTWN HALL & BREAK ROOMREWIRE LIGHTS AS REQ'DREWIRE LIGHTS FOR NEW SWITCHINGEXISTING LIGHT FIXTURES, NEW WIRING AND SWITCHNEW/RELOCATED LIGHT FIXTURE NEW WIRING & SWITCHNEW HALL LIGHT FIXTURES WIRE TO OTHER HALL LIGHTS/SWITCHPROVIDE NEW LIGHT FIXTURES FOR THIS OFFICERELOCATED/NEW LIGHT FIXTURES RE-WIRE FOR 3-WAY SWITCHEXISTING SOFFIT LINE ABOVEMAINTAIN SOFFIT AT NEW OPENINGMODIFY CEILING/PROVIDE WINDOW WELL AS REQUIRED FOR NEW WINDOW OPENINGc Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBC7/4/2018 3:48:12 PM1/4" = 1'-0"07/05/2018AuthorPROPOSED REFLECTEDCEILING PLANA7.2109 MAIN STREETNORTHAMPTON, MA 01060COMMITTEE FOR PUBLICCOUNSEL SERVICES18016Rev. No. Description Date1. MEP/FP MODIFICATIONS TO BE PROVIDED BY DESIGN/BUILD CONTRACTORS. GC AND DESIGN/BUILD CONTRACTORS TO PROVIDE ALL REQUIRED DOCUMENTATION. JACOB SMITH ENGINEERING AND DESIGN5-ÄNEW WINDOW ASSEMBLY109 MAIN STREETNORTHAMPTON MA 01060GENERAL STRUCTURAL NOTESDESIGN LIVE LOADS: 2015 I.B.C. and Commonwealth of Massachusetts, 9th Edition Massachusetts Amendments:* SnowPg = 40 psfPf min = 35 psf* Wind90 mph 3-sec. gustExposure B* SeismicSs = .171S1 = .066Seismic Design Category "B"DESIGN CODES:* American Institute of Steel Construction (AISC)* ACI 530-02STRUCTURAL STEEL:* ChannelsAngles, Plates, misc.: ASTM A36. All structural steel fabricated and erected per the current edition of AISC Steel Construction Manual.* All new loose lintels shall be hot dipped glavanized.3SK1NEW WINDOW OPENINGSECTIONSCALE: 12" = 1'-0"1SK1NEW WINDOW OPENING EXTERIORVENEER ELEVATIONSCALE: 12" = 1'-0"2SK1NEW WINDOW OPENING EXTERIORVENEER ELEVATIONSCALE: 12" = 1'-0"STRUCTURAL ERECTION AND BRACING REQUIREMENTS.* The structural drawings illustrate the completed structure with all elements in their final positions, properly supportedand braced. The contractor, in the proper sequence, shall provide proper shoring and bracing as may be required toachieve the final completed structure.* These plans have been engineered for construction at one specific building site. Builder assumes ALL responsibility foruse of these plans at Any Other building site. Plans shall not be used for construction at any other building site withoutspecific review by the engineer.* Observations of foundation reinforcing or framing required by the owner, lender, building department or any other partywill be accomplished by the engineer at the owner's expense. At least 24 hours advance notice is requested.* Fabricator and / or supplier of structural steel shall submit shop and erection drawings for architectural and engineeringreview. Submit two prints for each drawing. Allow ten working days for review.1.See the General Notes on this sheet.2. Coordinate all new window openings with Architectural drawings and existing conditions.3. Coordinate all new window installation requirements with window manufacture and existing conditions.4. All new Loose Lintels shall be hot dipped galvanized.5. water proofing and flashing by other.