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