HomeMy WebLinkAboutA001.0Indiana Division11590 North Meridian Street, Suite 530Carmel, Indiana 46032...........................
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 - 2020
Zach Bittner3/30/2015
GARAGE LEFT
2596-Geneva
1836.0000
LOT 19
05/12/2020
PLOTTED: May 18, 2020 / Kamlesh Bisht / 2596-IN-PLAN.DWG Full Basement Foundation Plan 1.30a
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.
\A1;3'-8{\H0.750000x;\S1#2;}"
\A1;22'-8{\H0.750000x;\S1#4;}"
SS3
GFI
STEEL BEAM
\A1;3'-8"
\A1;11'-4{\H0.750000x;\S1#4;}"
STEEL BEAM
STEEL BEAM
STEEL BEAM
STEEL BEAM
S
S
STEEL BEAM
STEEL BEAMSTEEL COLUMN ON \PPLAIN CONC. FTG. TYP.
STEEL BEAM
\A1;45'-0"
\A1;2'-3{\H0.750000x;\S1#2;}"
\A1;35'-0{\H0.750000x;\S1#2;}"
\A1;4'-5{\H0.750000x;\S1#2;}"
\A1;5'-6"
\A1;2'-3{\H0.750000x;\S1#2;}"
5030 SL
2x6 WALL @ 16" O.C.
TYP. 4" PERIMETER DRAIN TILE PER SPEC.
\A1;54'-7" OVERALL
\A1;10'-8"
\A1;58'-3{\H0.750000x;\S1#2;}" - OVERALL
\A1;12'-11"
\A1;1'-0"
SLOPE
\A1;32'-6"
\A1;26'-0"
\A1;8'-10{\H0.750000x;\S1#2;}"\A1;28'-7{\H0.750000x;\S1#2;}"
\A1;4'-0"
LEAD WALL PAST OVER DIG, STEP FOOTING AS NECESSARY
{\LNOTE:}\PPROVIDE PUMBING CLEAN\POUT IN TWO LOCATIONS\PSEE PROJECT MANAGER
\A1;11'-4"
\A1;14'-10"BASEMENT\A1;13'-4"
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 DECAY
\pxql;WATER V.I.F.\pxql;SEWER V.I.F.
\pxql;POURED CONC WALL OVER CONT. SPREAD FTG. PER SPEC.TYP. 4" PERIMETER DRAIN TILE PER SPEC.
\pxql;UP 16R
\A1;8'-11"
\pxql;WATER METER FIELD \PVERIFY LOCATION W/ \PPROJECT MGR.
4101112131498765
E
AC FIELD \PVERIFY \PLOCATION
\pxql;POURED CONC WALL OVER CONT. SPREAD FTG. PER SPEC.
\pxql;POURED CONC WALL OVER CONT. SPREAD FTG. PER SPEC.
FD
\pxql;PROVIDE 1/2" GYP. BD.\PUNDER STAIRS
\A1;2'-6"
\A1;2'-6"
\A1;17'-4"
ALT. SUMP \PLOCATION
PROVIDE 4" BRICK LEDGE
ADD RISER W/ OPTIONAL 9' DEEP POUR
\A1;14'-2"
\A1;11'-6{\H0.750000x;\S1#2;}"
\A1;5'-11"
\A1;2'-9{\H0.750000x;\S1#2;}"
\A1;11'-6{\H0.750000x;\S1#2;}"
\A1;5'-0{\H0.750000x;\S1#2;}"\A1;1'-4"\A1;7"\A1;9'-4{\H0.750000x;\S1#2;}"
\A1;1'-11"\A1;1'-11"
\A1;1'-9"
\A1;6'-2{\H0.750000x;\S1#2;}"
\A1;30'-3"
\A1;84'-7" - OVERALL
\A1;84'-7" - OVERALL\A1;26'-5"
HOSE BIB FIELD VERIFY LOCATION
5" 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. WALL
\A1;12'-11"
\A1;20'-9"
\A1;6'-0{\H0.750000x;\S1#2;}"
\A1;13'-3{\H0.750000x;\S1#2;}"
321
ALT. SUMP \PLOCATION
HOSE BIB FIELD \PVERIFY LOCATION
GGAS METER VERIFY \PLOCATION
SUMP PUMP \PDEDICATED 110V
GAS SUPPLY
TO LIGHT ABOVE
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 SHOWN4" MIN. CONC. SLAB W/ FIBER MESH OVER 4" CRUSHED STONE (FREE FROM VEGETATION, DECAY AND DEBRIS) ON 95% COMPACTED FILL OR VIRGIN SOIL.CONCRETE SLAB\A1;3'-4{\H0.750000x;\S3#4;}"\A1;2'-6{\H0.750000x;\S1#2;}"
\A1;2'-0"
\A1;8'-3"
\A1;1'-0"
\A1;5'-11"
\A1;1'-11"
\A1;4'-5"
\A1;1'-2"
\A1;14'-11{\H0.750000x;\S1#2;}"
\A1;2"
\A1;6'-4"
\A1;3'-0"
\A1;5'-0{\H0.750000x;\S1#2;}"
\A1;1'-11"
\A1;29'-9{\H0.750000x;\S1#2;}"
\A1;25'-8{\H0.750000x;\S1#2;}"
\A1;8'-3"\A1;8'-3"\A1;3'-2"
\A1;49'-7"
5030 SL DECK
1516
\A1;13'-1{\H0.750000x;\S3#8;}"
\A1;8'-7{\H0.750000x;\S3#8;}"\pxqc;ROUGH IN PLUMBING BEVERAGE CENTER
05/28/20
William Hohlt