HomeMy WebLinkAboutA003.0PLOTTED: June 13, 2017 / SCA / 3007-IN-TURIN-EC01.DWG
A3-EC01
1FB.1Euro Country2 Car Side EntryFoundation PlanIndiana Division11590 North Meridian Street, Suite 530Carmel, Indiana 46032102/05/2016PLAN 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
3007-Turin
TBD
--
06/13/2017
SCALE:BASEMENT FOUNDATION1/4" = 1'-0"SEE BASE PLANS FOR INFORMATION NOT SHOWN
LEAD WALL PAST OVERDIG, FIELD VERIFY LOCATION, (TYP.)5" STRUCTURAL SLAB W/ #5 BARS @ 18" O.C. E.W. @ MID-DEPTH. PROVIDE LEDGE PER SPEC FOR SLAB ON ALL (4) SIDES OR DOWEL REBAR INTO FDN. WALL
SLOPE
VERIFY GARAGE DOOR DIM \PWITH ELEV's
VERIFY GARAGE DOOR DIM \PWITH ELEV's4" MIN. CONC. SLAB W/ FIBER MESH OVER 4" CRUSHED STONE (FREE FROM VEGETATION, DECAY AND DEBRIS) ON 95% COMPACTED FILL OR VIRGIN SOIL.
{\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.
\pxql;POURED CONC WALL OVER \PCONT. SPREAD FTG. PER SPEC.
BASEMENT4" 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
PERIMETER DRAIN TILE PER SPEC., (TYP.)
ALT. SUMP LOCATION
HOSE BIB FIELD \PVERIFY LOCATION
SUMP PUMP \PDEDICATED 110V
PROVIDE BRICK LEDGE, PER SPEC
GAS SUPPLYPOWER VENT W.H.FD
LEAD WALL PAST OVERDIG, FIELD VERIFY LOCATION, (TYP.)
CONCRETE SLAB
CONCRETE SLAB
STEEL BEAM
STEEL BEAM SS
\A1;49'-0"\A1;51'-6" - OVERALL\A1;2'-6"\A1;12'-11{\H0.750000x;\S1#2;}"\A1;10'-8"
\A1;52'-1" OVERALL AT OPT. MASONRY WRAP
\A1;25'-4{\H0.750000x;\S1#2;}"
\A1;29'-0"
\A1;83'-3{\H0.750000x;\S1#2;}" - OVERALL
\A1;83'-7" - OVERALL AT OPT. MASONRY WRAP
\A1;54'-3{\H0.750000x;\S1#2;}" TO CORNER
\A1;83'-3{\H0.750000x;\S1#2;}" - OVERALL
\A1;83'-7" - OVERALL AT OPT. MASONRY WRAP
\A1;34'-8"
\A1;2'-8"\A1;1'-0"
\A1;8'-3"
\A1;1'-9"
\A1;8'-3"
\A1;4'-1"
\A1;9'-3{\H0.750000x;\S1#2;}"
\A1;10'-0"\A1;3'-1"\A1;12'-3{\H0.750000x;\S1#2;}"\A1;23'-7{\H0.750000x;\S1#2;}"
\A1;28'-3{\H0.750000x;\S1#2;}"
\A1;1'-4"\A1;2'-8"\A1;10'-0"
\A1;1'-5"
\A1;7'-10{\H0.750000x;\S1#2;}"
\A1;11'-9"
\A1;5'-9{\H0.750000x;\S1#2;}"\A1;2'-9{\H0.750000x;\S1#2;}"
\A1;3'-0"
\A1;25'-0"
\A1;3'-6"\A1;6'-0"\A1;19'-7{\H0.750000x;\S1#2;}"
\A1;9'-8"
05/09/19
Mike Sheeks