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38D-055 Rapinchuk A-1 (2)
3'-3"3'-3"6'-0"1'-8"1ASCREENPORCH102103EXISTING FRONT PORCH12'-6"13'-0"25'-6"12'-0"21'-6"1'-4"1'-4"22'-10"7'-0"34'-6"EXISTINGHOUSEPROPOSED PLAN1/4" = 1'-0"101BAA6'-0"12'-0"12'-6"25'-6"MUDROOMNEW LANDINGAND STAIRNEW SLIDING DOOR1'-0"6'-3 1/2"3'-0"4'-0"REMOVE EXISTINGDOOR AND STAIR,ADD WINDOW: MATCHEXISTINGDNDN2A-41A-41A-55'-1"REMOVE WALL, EXTENDKITCHENEXISTINGKITCHENREMOVE EXISTINGCONCRETE STAIRAND LANDING1'-6"REUSE WINDOWFROM REAR OFEXISTING KITCHEN2'-1"NEW WALLCABINET3'-0"Door ScheduleNominal SizeRough OpeningsDoor DataMarkUnit WidthUnit HeightJamb DepthR.O. WidthR.O. HeightMfrComments1012'6"6'8"4 9/162'8"6'10"N/ARE-USE EXISTING1022'6"6'8"4 9/162'8"6'10"TBDFULL VIEW1036'0"6'8"4 9/166'2"6'10 1/2"INTEGRITYSLIDERWindow ScheduleNominal SizeQty.Rough OpeningsWindow DataMarkUnit WidthUnit HeightSash OperationJamb DepthR.O. WidthR.O. HeightHead HeightMfrModel No.CommentsA2'6 1/2"4'11 1/2"DBL HUNG1TBD2'7"5'0"MATCHPARADIGMDH3160A12'6 1/2"4'11 1/2"DBL HUNG2TBD2'7"5'0"MATCHPARADIGMDH3160TEMPERED GL.BVIFVIFDBL HUNG1TBDVIFVIFMATCHEXISTINGN/ARE-USE EX'GALIGN FINISHFLOORS12'-0"12'-0"12'-6"1A-5EXISTINGHOUSE2'-10"2FOUNDATION PLAN, OPTION 11/4" = 1'-0"6'-1 1/2"6'-1 1/2"4'-10 1/2"4'-10 1/2"5'-9"1'-10"3"10'-0"NEW POURED CONCRETE PIERS,10" DIAMETER WITH FLARED BOTTOMS. 4'-0" MIN. BELOW GRADE, TYPICAL2A-41A-42'-6 1/2"3'-1 1/2"LINE OF STRUCTURE ABOVE12'-0"12'-0"12'-6"1A-5EXISTINGHOUSE3FLOOR FRAMING PLAN, OPTION 11/4" = 1'-0"2A-41A-4(2) 2 X 8 BAND JOISTS, TYP.2 X 8 JOISTS, 16" ON CENTER2 X 8 LEDGER W/ (2) LEDGERLOKSDS @ 16" CENTERSJOIST HANGER, TYP.(2) 2 X 10 PT GRADE BEAMBELOW2 X 10 LEDGER W/ (2) LEDGERLOKSDS @ 16" CENTERS2 X 10 JOISTS, 16" ON CENTER11USE THIS FOUNDATION AND FRAMING PLANIF EXCAVATION DOES NOT ALLOW PIER TOBE LOCATED NEARER TO EXISTING TREE.SEE OPTION AT SHEET A1.1mlCONSTRUCTASSOCIATES, INC.36 SERVICE CENTERNORTHAMPTON, MA 01060tel: 584-1224 fax: 584-7504ALTERNATEFLOOR PLANSA-11/4" = 1'-0"RENOVATIONS FOR:PATRICIA RAPINCHUKRESIDENCE44 WINTHROP STNORTHAMPTON, MA01060BABA123CCDrawn ByDate Issue 1233-7-16FOR REVIEW3-9-16FOR REVIEW3-21-16FOR REVIEW3-31-16FOR REVIEW5-27-16REVISED5-31-16REVISED