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HomeMy WebLinkAboutA3 Lower Level and FoundationSHLVS.ELEV.COPPB up 21 R.HVAC/STORAGEK-3322-RAGABRIELLETOILETSVITREOUS CHINA BEDROOMSHOWERFLEX SPACEUNEXCAVATED4" CONC. SLAB OVERVAPOR BARRIER ANDMINIMUM 4" COMPACTEDGRANULAR FILLUNEXCAVATED4" CONC. SLAB OVERVAPOR BARRIER ANDMINIMUM 4" COMPACTEDGRANULAR FILLUNEXCAVATED4" CONC. SLAB OVERVAPOR BARRIER ANDMINIMUM 4" COMPACTEDGRANULAR FILLUNEXCAVATED4" CONC. SLAB OVERVAPOR BARRIER ANDMINIMUM 4" COMPACTEDGRANULAR FILLUNEXCAVATED4" CONC. SLAB OVERVAPOR BARRIER ANDMINIMUM 4" COMPACTEDGRANULAR FILL6'-8 1/2" 15'-4"4'-6 1/2"22'-4"5'-0" 17'-4" 9 1/2"27'-9"5'-1 1/2" 8'-8"47'-11"16'-0" 35'-4" 7'-0"106'-3"25'-11" 4'-5" 28'-11"84'-11"3'-2"12'-3" 1'-9" 12'-3"3'-2" 32'-7"16'-8"15'-5"9'-0"3'-2" 12'-3" 3'-2" 32'-7" 106'-3"39'-1" 6'-6" 7'-1 1/2"19'-6"84'-11"10'-4"WINESTOR.STOR. 6'-0"DROPPED WOODBEAM - G.C.VERIFY SIZEHSS 4 X 4 X 1/4"STEEL COLUMNHSS 4 X 4 X 1/4"STEEL COLUMN12'-3" 1'-9" 15'-7" 10'-1"19'-10" 10'-5"2'-3" 15'-5"2'-3"16'-4" 12'-10 1/2" 9 1/2" DROPPEDBEAM - G.C.VERIFY SIZE16'-0"9 1/2"17'-4" 5 1/2"1'-4 1/2" 15'-11" 15'-11"9 1/2"7'-0 1/2" 2'-0"7'-5" 8'-7" 14'-1 1/2" 3'-0" 12'-2 7/8" 3'-0" 15'-6 5/8" 18'-7 1/2" 16'-8 1/2"2'-6"9 1/2"2'-11 1/2" 10'-1" 2'-11 1/2" 11 1/2"30'-8"11 1/2"11 1/2"31'-7 1/2"11 1/2"6'-9"11 1/2" 24'-0" 10" 9 1/2"16'-11" 2'-11"9 1/2"21'-7 3/4" 21'-4 1/4" 9 1/2" 5 1/2"33'-2 1/2"UNEXCAVATED4" CONC. SLAB OVERVAPOR BARRIER ANDMINIMUM 4" COMPACTEDGRANULAR FILLTJI JSTS. @ MFGR.RECOMMENDEDSPACING & DEPTHG.C. VERIFYTJI JSTS. @ MFGR.RECOMMENDEDSPACING & DEPTHG.C. VERIFYTJI JSTS. @ MFGR.RECOMMENDEDSPACING & DEPTHG.C. VERIFY9'-7"5 1/2"10'-4 1/4" 19'-5 1/4"9 1/2"4'-6 1/2" 7 1/2"12" X 36" REINFORCEDPOURED CONCRETE GARAGEFROST WALL TYP. STEP TOPOF WALL AND FOOTINGS WITHGRADE G.C. VERIFY12" X 36" REINFORCEDPOURED CONCRETE GARAGEFROST WALL TYP. STEP TOPOF WALL AND FOOTINGS WITHGRADE G.C. VERIFY10" X 120" REINFORCEDPOURED CONCRETEBASEMENT WALLTYP. STEP TOP OF WALLWITH GRADE G.C. VERIFYGASFURN.SUMP SESEWERWATERSOFT TANKLESSW.H.FD.DROPPED BEAM -G.C. VERIFY SIZESUMPPROVIDE 16" WIDE BY 8"THICK FTG. UNDER ALLBEARING WALLS TYP.PROVIDE 16" WIDE BY 8"THICK FTG. UNDER ALLBEARING WALLS TYP.2'-0" 4'-1"9 1/2" 5'-6" 10'-1" 4'-1 3/4"5 1/2"5'-0 1/2"5 1/2"5'-0 1/2"5 1/2"6'-7 1/4"3'-0"MINIMUMemergency escape andrescue code compliantWINDOW WELL CONSTRUCTIONW/ LADDER TBS. PROVIDEESCAPABLE TOPDRAIN3260-2HD @ 96"SITTINGK-3322-RAGABRIELLETOILETSVITREOUS CHINA6'-6 1/2"5 1/2" 5 1/2"5 1/2"6'-10"12'-6" 6'-6"9 1/2"7'-1 1/2" 4'-1 1/2" 5 1/2" 3'-11 1/2" 5 1/2"3'-3 1/2"5 1/2" 6'-8"5 1/2"2'-7"5 1/2"4'-10 1/2"bench9'-3"2'-4" 4'-8"5 1/2"2'-8 1/2"2'-0" 4'-1" 2'-6" 3'-0"MINIMUMDRAINK-3322-RAGABRIELLETOILETSVITREOUS CHINA GASFURN.FD. FUTUREBDRM.FUTUREWIC.FUTUREBATHFUTURELINENHOLD TOP OF WALLDOWN 8" AT DOOROPENINGS TYPICALHOLD TOP OF WALLDOWN 8" AT DOOROPENINGS TYPICAL HOLD TOP OF WALLDOWN 8" AT DOOROPENINGS TYPICALHOLD TOP OF WALLDOWN 8" AT DOOROPENINGS TYPICALFUTUREMECH.3/07/03/07/03/07/03/07/03/07/03/07/02/87/02/87/02/87/0TOILETRIESBUILT-INCABINETemergency escapeand rescue codecompliant WINDOWWELL CONSTRUCTION W/LADDER TBS. PROVIDEESCAPABLE TOP8'-1 1/2" 6'-0" 4'-9 1/2" 6'-8"RAILING1'-7 1/4"1'-6"2X4 FLATFURRING2X4FLATFUR.3'-0" 20'-11"9 1/2" 7 1/2"9 1/2"6'-3 1/2"8"22'-0" 9 1/2"2'-11" 15'-7 1/2" 9 1/2"2'-11" 9'-11 1/2" 2'-11 1/2" 6'-8" 3'-9 1/2"2'-4"11 1/2"6'-0"16'-0"5'-4 1/2" VERIFY4'-10"5 1/2" 5 1/2"15'-4 1/2" 5'-8" 11 1/2" 5'-10"17'-0 1/2" 25'-11 1/2"9 1/2"7'-0 1/2" 2'-0"DROPPED WOODBEAM - G.C.VERIFY SIZE21'-8 1/4"9 1/2"3'-2" 22'-2 1/2" 9'-10 1/2" 6'-7"21'-7 1/2"SHLVS.6'-9" 1'-10 1/2" 13'-11 1/2"DROPPED BEAM -G.C. VERIFY SIZES&RPROVIDE 16" WIDE BY 8"THICK FTG. UNDER ALLBEARING WALLS TYP.3/07/09'-9 1/2" CLG.9'-9 1/2" CLG.9'-9 1/2" CLG.9'-9 1/2" CLG.TJI JSTS. @ MFGR.RECOMMENDEDSPACING & DEPTHG.C. VERIFY3'-4"4'-5 1/4"DROPPEDBEAM - G.C.VERIFY SIZE5'-6 1/2"11 1/2"6'-0 1/2" 11 1/2"1'-11"1'-11"3260-2HD @ 96" 16'-4 1/2" 2'-3"1A-72A-71A-81A-8SPECIAL NOTE:1. DESIGN ALL FIRST FLOOR JOIST WITH A DEFLECTION NOT TO EXCEED L/720. G.C. VERIFY DEPTH TYPICAL.18'-4 1/2"1'-5 1/2"17'-6" 1'-1 1/2"1'-6" 15'-2 7/8" 1'-6"10'-0" 12'-0"1A-9LOWER LEVEL PLAN NOTES:THESE NOTES APPLY THE LOWER LEVEL / FOUNDATION SHEETS ONLY10" X 132" REINFORCED POURED CONCRETE FOUNDATION WALL WITH 5 1/2" X 8"MASONRY LEDGE. STEP TOP OF WALL AND FOOTING AS REQUIRED WITH GRADES.22" X 10" POURED CONCRETE FOOTING WITH 3-#4 REBAR CONTINUOUS TYPICAL.12" X 36" REINFORCED POURED CONCRETE FOUNDATION WALL WITH 5 1/2" X 12"MASONRY LEDGE. STEP TOP OF WALL AND FOOTING AS REQUIRED WITH GRADES.12" X 36" REINFORCED POURED CONCRETE FOUNDATION WALL WITH 5 1/2" X 12"MASONRY LEDGE as required8" X 36" REINFORCED POURED CONCRETE FOUNDATION WALL WITH 5 1/2" X 12"MASONRY LEDGE as required8" X 16" REINFORCED POURED CONCRETE PIlaster OVER 48" x 48" X 12"REINFORCED CONCRETE PAD TYPICAL48" x 48" x 16" REINFORCED POURED CONCRETE footing pad. g.c. verify TYPICALallow 6" for 2x6 furred wall with STUDS AT 16" O.C. WITH full batt insulation (r-19)TYPICAL at all basement perimeter walls. NO DRYWALL NEEDED IN UNFINISHED AREAS."ROUGH IN ONLY" FOR FUTURE PLUMBING FIXTURES.PAIR OF 2/0 7/0 DOORS. REMOVE THESE DOORS AND MAKE OPENING CASED WHENFUTURE WORK OCCURS.REINFORCED POURED CONCRETE PIER ON 48" x 48" x 16" REINFORCED POUREDCONCRETE footing pad - SEE PLAN FOR PIER SIZE. g.c. verify TYPICALDEPRESS SLAB 12" AT ELEVATOR. G.C. CONFIRM ELEVATOR SIZE WITH OWNER ANDVERIFY DEPTH REQUIRED.12" X 132" REINFORCED POURED CONCRETE FOUNDATION WALL WITH 5 1/2" X 12"MASONRY LEDGE as required12" X 144" REINFORCED POURED CONCRETE FOUNDATION WALL WITH 5 1/2" X 12"MASONRY LEDGE as requiredLOWER LEVEL FLOOR PLANSCALE: 1/4" = 1'-0"LOWER LEVEL / FOUNDATION PLAN A-3LOWER LEVEL FINISHED SQ. FT.1875 S.F.1586 S.F.FINISHED LIVINGUNFINISHED2019-0805 04-12-2021 "ISSUED FOR CONSTRUCTION" Project No: Sheet Title REVISIONS Date: Sheet No.GARY NANCE DESIGNArchitectural Concepts By4631 Lisborn Drive Carmel, IN 46033317.663.4793 Pgnance@garynancedesign.com garynancedesign.comThese design concepts are the property of Gary Nance Designand may not be used without approval from Gary Nance DesignA R C H I T E C T S+A S S O C I A T E S2520 Durbin DriveCarmel , Indiana 46032317-733-8525hsark@sarkassociates.com12621 Chyverton CircleCarmel, IN 46032MB1A New Residence for:06-07-21 THIS PRINT U:\02-RESIDENTIAL L-Z\Nance, G\2018-0912_MB1\01-Current CDs\2019-1121_MB1_Lower Level Floor Plan.dwg, 6/7/2021 7:36:09 AM,_DWG To PDF.pc3E One Forced Main Sewer Line out2" line from E One to main 08/27/21