HomeMy WebLinkAboutA001.0I n d i a n a D i v i s i o n
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C a r m e l , I n d i a n a 4 6 0 3 2
102/05/2016PLAN REVISIONS........................
PLAN NAME
SHEET
PRODUCTION MANAGER
DATE / DESCRIPTION
NPC PLAN NUMBERLAWSON PLAN ID
GARAGE HANDING
REV #
NOTE: SCALES NOTED ON DRAWINGS RELATE TO FULL SIZE PLOTS ON 22x34 SHEETS - 11x17 SHEETS REPRESENT 1/2 SCALE PLOTS
INITIAL RELEASE DATE:CURRENT RELEASE DATE:
(c) Copyright Pulte Home Corporation - 2017
Joel Hampshire3/30/2015
GARAGE LEFT
2596-Geneva
1836.0000
--
01/02/2017
PLOTTED: January 3, 2017 / Mike Carney / 2596-IN-PLAN.DWG
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1/4" = 1'-0"
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\A1;23'-8"
\A1;26'-0"
\A1;12'-8"
\A1;11'-0"
\A1;6'-3{\H0.750000x;\S1#2;}"
\A1;8"
\A1;5'-4{\H0.750000x;\S1#2;}"
\A1;13'-8"
\A1;6'-0{\H0.750000x;\S1#2;}"
\A1;4'-2{\H0.750000x;\S1#2;}"
\A1;5'-3{\H0.750000x;\S1#2;}"
\A1;4'-2{\H0.750000x;\S1#2;}"
\A1;83'-8"\A1;28'-11{\H0.750000x;\S1#2;}"\A1;9'-7{\H0.750000x;\S1#2;}"
\A1;83'-8"\A1;25'-4"\A1;58'-4"\A1;1'-0"\A1;24'-4"\A1;4'-2{\H0.750000x;\S1#2;}"\A1;54'-1{\H0.750000x;\S1#2;}"\A1;41'-9{\H0.750000x;\S5#8;}"\A1;10"\A1;3'-4{\H0.750000x;\S1#2;}"
\A1;26'-2{\H0.750000x;\S3#4;}"
\A1;44'-2{\H0.750000x;\S1#4;}"\A1;1'-0"
\A1;8"
\A1;11'-4"
\A1;8"
\A1;10'-4"
\A1;8"
\A1;4'-0"\A1;8'-0"\A1;2'-0"\A1;8'-0"\A1;2'-4"
HOSE BIB FIELD VERIFY LOCATION
LEAD WALL PAST OVER DIG, STEP FOOTING AS NECESSARY5" STRUCTURAL SLAB W/ #5 BARS @ 18" O.C. E.W. @ MID-DEPTH. PROVIDE 4" LEDGE FOR SLAB ON ALL (2) SIDES OR DOWEL REBAR INTO FDN. WALL4" MIN. CONC. SLAB W/ FIBER MESH OVER 4" CRUSHED STONE (FREE FROM VEGETATION, DECAY AND DEBRIS) ON 95% COMPACTED FILL OR VIRGIN SOIL.8" POURED CONC. WALL WITH 4" STONE LEDGE OVER CONT. SPREAD FTG. PER SPEC. TO MIN. 42" BELOW FIN. GRADE AND BEAR ON UNDISTURBED SOIL.
NOTE:\P1. DIMENSIONS SHOWN ARE FROM FACE OF FOUNDATION WALL TO FACE OF FOUNDATION WALL.\P2. VERIFY 3,000 PSF SOIL BEARING CAPACITY.\P3. FOR DECK LAYOUT SEE\PDETAIL SHEET.\P4. ALL BASEMENT OUTLETS IN UNFINISHED AREA SHALL BE GFI.
SLOPE 3" MIN. \PSEE PROJECT \PMANAGER FOR DETAIL
\A1;12'-10"\A1;14'-11"
\A1;13'-5"\A1;8'-2{\H0.750000x;\S5#8;}"\A1;2'-0"\A1;6'-2{\H0.750000x;\S5#8;}"
\A1;28'-3{\H0.750000x;\S1#2;}"\A1;8"
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M
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N
T
\A1;54'-8"\A1;48'-4"
\A1;8"
\A1;8"
\A1;12'-4"
\A1;4'-4"\A1;8"\A1;2'-0{\H0.750000x;\S1#2;}"\A1;3'-0"\A1;8"\A1;2'-6{\H0.750000x;\S1#2;}"\A1;5'-7{\H0.750000x;\S3#8;}"
\A1;19'-9{\H0.750000x;\S1#2;}"
\A1;8"
\A1;8'-10"
\A1;8"
\A1;5'-4{\H0.750000x;\S1#2;}"
\A1;8"
\A1;12'-4"
\A1;8"
\A1;2'-6{\H0.750000x;\S1#2;}"
\A1;6'-3{\H0.750000x;\S1#2;}"
\A1;8"
S
S
GFI
\pxql;POURED CONC WALL OVER CONT. SPREAD FTG. PER SPEC.
{\LNOTE:}\PPROVIDE PUMBING CLEAN\POUT IN TWO LOCATIONS\PSEE PROJECT MANAGER\pxql;WATER V.I.F.
\pxql;WATER METER FIELD \PVERIFY LOCATION W/ \PPROJECT MGR.
\pxql;SEWER V.I.F.
4" MIN. CONC. SLAB OVER 6 MIL VAPOR BARRIER OVER 4" MIN. GRAVEL FILL ON 95% COMPACTED FILL OR VIRGIN SOIL (3000 PSF MIN.) FREE FROM DEBRIS, VEGETATION AND DECAYTYP. 4" PERIMETER DRAIN TILE PER SPEC.
ALT. SUMP \PLOCATION
HOSE BIB FIELD \PVERIFY LOCATIONGGAS METER VERIFY \PLOCATION
SUMP PUMP \PDEDICATED 110V
STEEL BEAM
STEEL BEAM
STEEL BEAM
GAS SUPPLY
E
AC FIELD \PVERIFY \PLOCATION
\A1;10'-5{\H0.750000x;\S1#2;}"
\A1;11'-4{\H0.750000x;\S3#4;}"
\A1;3'-8"
STEEL COLUMN ON \PPLAIN CONC. FTG. TYP.
STEEL BEAM
STEEL BEAM
STEEL BEAM
STEEL BEAM
STEEL BEAM
\pxql;POURED CONC WALL OVER CONT. SPREAD FTG. PER SPEC.
\pxql;POURED CONC WALL OVER CONT. SPREAD FTG. PER SPEC.
4040 SL w/ EGRESS \PHARDWARE. EGRESS \PWINDOW AND WELL \PSEE PROJECT MANAGER \PFOR DETAILS.
4040 SL w/ EGRESS \PHARDWARE. EGRESS \PWINDOW AND WELL \PSEE PROJECT MANAGER \PFOR DETAILS.
FD
POWER VENT W.H.
STANDARD HIGH \PEFFICIENCY FURNACE \PLOCATION VERIFY W/ MECHANICAL PLANS EJECTOR PIT AND PUMP FIELD VERIFY LOCATION W/PROJECT MANAGER\PPROVIDE DEDICATED 110V OUTLET AS SHOWN
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CONCRETE \A1;14'-0"
\A1;11'-8"
\pxql;PROVIDE 1/2" GYP. BD.\PUNDER STAIRS
\A1;2'-6"
\A1;2'-6"
\A1;2'-6"\A1;4"
\A1;54'-8"
\A1;2'-6"
\A1;8"\A1;9'-6{\H0.750000x;\S1#4;}"\A1;17'-4"
ALT. SUMP \PLOCATION
\A1;OPT. BRICK OR BRICK WAINSCOT
PROVIDE 4" BRICK LEDGE
\pxql;UP 14R1011131214987654321
TO LIGHT ABOVE
ADD RISER W/ OPTIONAL 9' DEEP POUR
S3S
06/11/18
Mike Sheeks