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Hossain Basement S-1
009005004008003BASEMENT PLAN1/4" = 1'-0"1CH.UPCCB001A002DWATER METERGAS METERGAS INMAINWASTE OUTELEC.METERMAIN BREAKERPANELSDRAIN FROMABOVEEXISTING GOSHEN STONEPATIOBRICK COLUMNCRAWLSPACE/STORAGE UNDERPORCH± 8'-2" TO BOTTOMOF FRAMINGCH.MECHANICALROOMCLOSETACCOND-ENSERACCOND-ENSERWALL KEYEXISTING WALL TO REMAINNEW INTERIOR WALL: 2 X 4 WOOD STUDS, 16" CENTERS, 1/2" GWB AT EACH SIDE (EXCEPT AT PERIMETER WALLS). PRESSURE-TREATED SOLE PLATE.NEW SLIDING DOORIN EXISTING COMBINED OPENINGS.SEE S-1 FOR HEADERNEW ENTRY DOORIN EXISTING OPENINGNEW ELECTRICALCLOSETSTUDIOCLOSETLAUNDRYMECH.NEW WALL, REWORKEDLANDING AND STAIRNEW TALLER OPENINGFOR NEW WINDOW0060073'-6"4 1/2"± 11'-1 3/4"8'-9 1/2"3'-6"BATHROOMCLOSETSTORAGE4'-10"2'-0"5'-0"5'-7 1/4"4 1/2"3'-4 1/2"3'-4 1/4"SITE-BUILT WINDOWSEWAGE EJECTOR PUMP BELOW COUNTERTOPBOX OUT AROUNDAC LINES AS REQ.LOWER WINDOW IN EXISTING OPENING.REQUIRES MASONRYWORKREMOVE UNUSEDDRAIN CLEAN-OUTAT FLOOR LEVELSOFFIT ABOVE, TBDDWCLOSETDRYWALL CEILINGIN THIS AREANEW ENTRY DOORIN NEW WALLTBD3'-2"BRICK PIER,TYPICALFLOORING TO BEDETERMINEDFLOORING TO BEDETERMINEDTILE FLOORING9-3-19FOR REVIEWmlCONSTRUCTASSOCIATES, INC.36 SERVICE CENTERNORTHAMPTON, MA 01060tel: 584-1224 fax: 584-7504BASEMENTFLOOR PLANB-11/4" = 1'-0"BABCDrawn ByDate Issue RENOVATIONS FOR:HOSSAINRESIDENCE 77 HENSHAW AVENUE NORTHAMPTON, MA 0106010-9-19FOR REVIEW10-17-19FOR REVIEW10-25-19FOR REVIEW10-28-19FOR REVIEW5-14-20FOR REVIEW6-8-20FOR REVIEW6-18-20FOR REVIEW7-8-20FOR REVIEW7-13-20FOR REVIEW7-17-20FOR REVIEWDoor ScheduleFrame SizeRough OpeningsDoor DataMarkUnit WidthUnit HeightJamb DepthR.O. WidthR.O. HeightMfrComments0013'0"6'8"4 9/163'2"6'10 1/2"TBDFULL-LITE ENTRY DOOR0028'0"6'8"4 9/168'2"6'10"TBDSLIDER0033'0"6'8"4 9/163'2"6'10"TBD0043'0"6'8"4 9/163'2"6'10"TBD0052'6"6'8"4 9/162'8"6'10"TBD0063'0"6'8"4 9/163'2"6'10"TBDDOUBLE DOORS0073'0"6'8"4 9/163'2"6'10"TBDDOUBLE DOORS0082'6"6'8"4 9/162'8"6'10"TBDVERIFY SIZE0092'6"6'8"4 9/162'8"6'10"TBD7-20-20FOR REVIEWWindow ScheduleFrame SizeRough OpeningsWindow DataMarkUnit WidthUnit HeightSash OperationJamb DepthM.O. WidthM.O. HeightHead HeightMfrQuantityModel No.CommentsA2'9 1/2"4'11 1/4"DOUBLE HUNGVERIFY2'10"4'11 1/2"EX'GMARVIN1CUSTOMEVERGREEN CLADB3'1 1/2"4'11 1/4"DOUBLE HUNGVERIFY3'2"4'11 1/2"EX'GMARVIN1CUSTOMEVERGREEN CLADC2'4"1'10"AWNING4 9/16N/AN/AEX'GPARADIGM2A2822FOREST GREEN EXTD2'10"1'10"AWNING4 9/16N/AN/AEX'GPARADIGM1A3422FOREST GREEN EXT.7-23-20FOR REVIEW8-7-20FOR REVIEW8-20-20FOR REVIEW8-27-20FOR REVIEW9-1-20FOR REVIEWEXISTING WALL SECTION AT REAR OF BASEMENT1/2" = 1'-0"24 1/2"3"FIRST FLOORPORCH FLOOREXISTING 5 3/4" X 9 3/4" SILL BEAM,CONTINUOUSEXISTING 2 X 10 FLOOR JOISTSEXISTING POUREDCONCRETE SUB-FLOOREXISTING GOSHENSTONE PATIOEXISTING 2 X 6 FLOOR JOISTSEXISTING 7'-6"TALL DOOREXISTING EXTERIORWALL ABOVEBASEMENT LEVELS-1 9/1/20EXISTING DECK JOISTS TO REMAIN, NO MODIFICATIONS. DIRECTION CONFIRMED IN FIELD.BM01: SISTER (2) 1-3/4"x9-1/4" LVL 2.1E 2800 DF TO INSIDE FACE OF EXISTING 6x10 BEAM. FASTEN LVLs TO EXISTING BEAM USING SDS/TIMBERLOCK SCREWS LONG ENOUGH TO ENGAGE BOTH PLYS OF THE LVL AND THE EXISTING BEAM, 12" O.C STAGGERED ENTIRE LENGTH. MINIMUM 12" BEARING ON EXISTING PT SILL EACH SIDE.EXISTING FLOOR JOISTS TO REMAIN, NO MODIFICATIONS. DIRECTION CONFIRMED IN FIELD.GENERAL NOTES: ---- CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SUPPORT DURING INSTALLATION. --- SSB INSPECTED EXISTING FOUNDATION WALL AND FOUND IT ADEQUATE TO SUPPORT ALTERATIONS AS SHOWN. BM01