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HomeMy WebLinkAboutS001.0 - Lower Level Plan45'-0"46'-0"45'-0"2'-0" 46'-0" 23'-0" 23'-0" 3'-6" 13'-0" 6'-6" 6"7'-4" 7'-4" 7'-4"6"33'-0" 7'-8" 12'-2" 10'-0"8'-0" 13'-2" 6"9'-0" 6"6'-0" 2'-4 1/2" 18'-3" 2'-4 1/2" 23'-0" 23'-0" 7'-6" 7'-6" 7'-6" 6"UP 17 R.7 1/2"22'-10 1/2"7 1/2"10'-8 1/2" 9'-6 1/2"7 1/2"7 1/2"7'-4 1/2"7 1/2"12'-5"5 1/2"18'-10 1/2"7 1/2"9'-4 1/2"7 1/2"7 1/2"7'-0 1/2" 7'-8" 7'-0 1/2"7 1/2"22'-4 1/2"7 1/2"2'-2" 15'-3" 6'-6" 7 1/2" 4'-0"5 1/2"17'-11" 21'-9"7 1/2"22'-4 1/2"7 1/2"20'-3"7 1/2"21'-9"7 1/2"22'-4 1/2"7 1/2"10'-6" 13'-4" 7'-11"FITNESS & OFFICE 8'-9 1/2" CLG. STAINED CONCRETE FLR., EXPOSED MECHANICAL, EXPOSED STRUCTURE PAINTED WHITE UNFINISHED STOR. / HVAC. 8'-9 1/2" CLG. CRAWL SPACE 3" fiber reinforced concrete slab OVER VAPOR BARRIER AND MINIMUM 4" COMPACTED GRANULAR FILL TJI JSTS. @ MFGR.RECOMMENDEDSPACING & DEPTHG.C. VERIFYTJI JSTS. @ MFGR.RECOMMENDEDSPACING & DEPTHG.C. VERIFYTJI JSTS. @ MFGR.RECOMMENDEDSPACING & DEPTHG.C. VERIFY TJI JSTS. @ MFGR.RECOMMENDEDSPACING & DEPTHG.C. VERIFY3'-0"7 1/2"7'-8 1/2"UNEXCAVATED 4" CONC. SLAB OVER VAPOR BARRIER AND MINIMUM 4" COMPACTED GRANULAR FILL UNEXCAVATED 4" CONC. SLAB OVER VAPOR BARRIER AND MINIMUM 4" COMPACTED GRANULAR FILL UNEXCAVATED 4" CONC. SLAB OVER VAPOR BARRIER AND MINIMUM 4" COMPACTED GRANULAR FILL 2'-2" 7 1/2" GAS FURN. FD. SUMP TANKLESS W.H. 8" X 108" POURED CONCRETE BASEMENT WALL WITH MIN. #4 REBAR GRID AT 24" O.C. EACH WAY TYPICAL. STEP TOP OF WALL WITH GRADE G.C. VERIFY 8" X 36" REINFORCED POURED CONCRETE FROST WALL WITH 4" WIDE BY 12" TALL BRICK LEDGE TYPICAL AT PORCHES. STEP TOP OF WALL WITH GRADE G.C. VERIFY 8" X 36" REINFORCED POURED CONCRETE FROST WALL WITH 4" WIDE BY 12" TALL BRICK LEDGE TYPICAL AT PORCHES. STEP TOP OF WALL WITH GRADE G.C. VERIFY HOLD TOP OF WALL DOWN 8" BELOW GARAGE SLAB AT DOOR OPENINGS TYP.SLOPE FLOORTO DOORSOFT WATER SD PT SD 4" X 12" BRICK LEDGE AT PORCHES ONLY 4" X 12" BRICK LEDGE AT PORCHES ONLY HOLD 1 1/2" LEDGE DOWN DOWN 8" BELOW GARAGE SLAB 22" X 8" POURED CONCRETE FOOTING WITH 3-#4 CONTINUOUS REBAR TYPICAL 22" X 8" POURED CONCRETE FOOTING WITH 3-#4 CONTINUOUS REBAR TYPICAL PROVIDE 8" X 16" POURED CONCRETE FOOTING WITH 2-#4 CONTINUOUS REBAR UNDER ALL BEARING WALLS TYPICAL 3/0 6/8 FOUNDATION PLAN NOTES: THESE NOTES APPLY TO THIS SHEET ONLY 16" X 16" REINFORCED POURED CONCRETE PIER OVER 32" x 32" REINFORCED CONCRETE PAD TYPICAL lvl beams - g.c. verify exact size required. PROVIDE CRAWL AND DUCT ACCESS OPENING AS REQUIRED. G.C. FIELD VERIFY. MATERIAL LEGEND INDICATES 2X4 WALL OR BASE PLATE ON FOUNDATION WALL. INDICATES 2X6 WALL INDICATES BRICK VENEER OR BRICK LEDGE ON FOUNDATION WALL. GRAPHIC SCALE 0' 16'2' 4' 8' 1' 3' SD INDICATES APPROXIMATE LOCATION OF COMBINATION SMOKE / CARBON MONOXIDE DETECTOR REVISED 09-27-2020 Date: Sheet No.GARY NANCE DESIGNArchitectural Concepts By720 3rd Avenue South West Carmel, IN 46032317.605.2196 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.comLOT #2 Mulberry LaneCarmel, IN 46032NANCY & GARYNANCEA New Residence for:A-3 LOWER LEVEL SQ. FT. 494 SQ. FT. ........FITNESS & OFFICE 297 SQ. FT. ........UNFINISHED STORAGE U:\02-RESIDENTIAL L-Z\Nance, G\2020-0706_Nance\01-CDs\2020-0819_Nance_03-LL Plan.dwg, 9/27/2020 12:50:30 PM,_DWG To PDF.pc311/19/20