HomeMy WebLinkAboutA001.0Indiana Division11590 North Meridian Street, Suite 530Carmel, Indiana 46032PLAN 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 - 2021
Zach Bittner3/30/2015
GARAGE RIGHT
2596-Geneva
1836.0000
LOT 13
03/18/2021
PLOTTED: March 18, 2021 / Gireesh Singh / 2596-IN-PLAN.DWG Full Basement Foundation Plan1.30a
SCALE:BASEMENT FOUNDATION1/4" = 1'-0"
SEE BASE PLANS FOR INFORMATION NOT SHOWN
\A1;23'-7"
\A1;82'-7" - OVERALL\A1;22'-6{\H0.75x;\S1#2;}"\A1;3'-0"\A1;57'-0{\H0.75x;\S1#2;}"\A1;24'-6{\H0.75x;\S1#2;}"\A1;2'-10"
\A1;25'-6{\H0.75x;\S1#2;}"
\A1;2'-1{\H0.75x;\S1#2;}"\A1;8'-3"\A1;1'-9"\A1;8'-3"\A1;2'-2"
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. WALL
\A1;13'-4"\A1;11'-2{\H0.75x;\S1#2;}"BASEMENT\A1;54'-7"- OVERALL\A1;49'-3{\H0.75x;\S1#2;}"
\A1;12'-3{\H0.75x;\S1#2;}"
\A1;8'-10"\A1;8'-11"
\A1;6'-0{\H0.75x;\S1#2;}"
\A1;13'-7"
\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 DECAY
TYP. 4" PERIMETER DRAIN TILE PER SPEC.
\pxql;UP 16R1011131214987654321
ALT. SUMP \PLOCATION
HOSE BIB FIELD \PVERIFY LOCATION
G
GAS METER VERIFY \PLOCATION
SUMP PUMP \PDEDICATED 110V
GAS SUPPLY
E
AC FIELD \PVERIFY \PLOCATION
\pxql;POURED CONC WALL OVER CONT. SPREAD FTG. PER SPEC.TO LIGHT ABOVE
\pxql;POURED CONC WALL OVER CONT. SPREAD FTG. PER SPEC.
FD
POWER VENT W.H.
STANDARD HIGH \PEFFICIENCY FURNACE \PLOCATION VERIFY W/ MECHANICAL PLANSEJECTOR PIT AND PUMP FIELD VERIFY LOCATION W/PROJECT MANAGER\PPROVIDE DEDICATED 110V OUTLET AS SHOWN
PATIOCONCRETE \A1;14'-0"
\A1;12'-0"
\pxql;PROVIDE 1/2" GYP. BD.\PUNDER STAIRS
\A1;2'-9{\H0.75x;\S1#2;}"
\A1;2'-6"
\A1;54'-7"
\A1;2'-6"
ALT. SUMP \PLOCATION
PROVIDE 4" BRICK LEDGESS3S
S
GFI
STEEL BEAM
STEEL BEAM
STEEL BEAM
\A1;11'-4{\H0.75x;\S1#4;}"
\A1;3'-8"
STEEL COLUMN ON \PPLAIN CONC. FTG. TYP.
STEEL BEAM
STEEL BEAM
STEEL BEAM
STEEL BEAM
STEEL BEAM
4" 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;2"
\A1;2'-0"\A1;1'-2"\A1;5'-8{\H0.75x;\S1#8;}"
\A1;20'-2{\H0.75x;\S1#4;}"
\A1;3'-4{\H0.75x;\S3#4;}"
\A1;26'-0"
\A1;12'-5"
\A1;13'-7"
\A1;6'-4{\H0.75x;\S1#2;}"
\A1;6'-0{\H0.75x;\S1#2;}"
\A1;1'-10"
\A1;2'-10"
\A1;4'-3"
\A1;2'-10"
\A1;1'-10"\A1;2'-6"
\A1;5'-0{\H0.75x;\S1#2;}"
\A1;2'-0"\A1;4'-2"
\A1;2'-7"\A1;1'-2"
\A1;2'-0"\A1;3'-10"\A1;5'-10"
\A1;7{\H0.75x;\S1#2;}"
SLOPE
4040 SL w/ EGRESS \PHARDWARE. EGRESS \PWINDOW AND WELL
4040 SL w/ EGRESS \PHARDWARE. EGRESS \PWINDOW AND WELL
ROUGH IN PLUMBING BEVERAGE CENTER
\A1;13'-1{\H0.75x;\S3#8;}"
\A1;8'-7{\H0.75x;\S3#8;}"
1516
\A1;20'-2{\H0.75x;\S1#2;}"
\A1;82'-7"\A1;27'-11{\H0.75x;\S1#2;}"\A1;9'-6{\H0.75x;\S1#2;}"\A1;7'-9{\H0.75x;\S3#4;}"\A1;12'-11"\A1;14'-10"\A1;9'-6{\H0.75x;\S1#4;}"\A1;17'-4"
NO Window Well Here
05/17/21