HomeMy WebLinkAboutA003.0PLOTTED: June 13, 2017 / SCA / 2596-IN-GENEVA-EC01.DWG
A3-EC01
1FB.1
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I 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
--
06/13/2017
SCALE:BASEMENT FOUNDATION1/4" = 1'-0"SEE BASE PLANS FOR INFORMATION NOT SHOWN
\A1;23'-3{\H0.750000x;\S1#2;}"
\A1;82'-3{\H0.750000x;\S1#2;}" - OVERALL\A1;28'-3"
\A1;8'-11{\H0.750000x;\S1#2;}"
\A1;82'-3{\H0.750000x;\S1#2;}" - OVERALL
\A1;22'-6{\H0.750000x;\S1#2;}"
\A1;3'-0"
\A1;24'-3"
\A1;2'-10"
\A1;25'-6{\H0.750000x;\S1#2;}"
\A1;2'-1{\H0.750000x;\S1#2;}"
\A1;8'-3"
\A1;1'-9"
\A1;8'-3"
\A1;2'-2"
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'-6"\A1;12'-9"
\A1;11'-6"
\A1;54'-0"- OVERALL
\A1;8'-10"
\A1;20'-9"\A1;8'-11"\A1;6'-0{\H0.750000x;\S1#2;}"\A1;13'-3{\H0.750000x;\S1#2;}"
{\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.
1
ALT. SUMP \PLOCATION HOSE BIB FIELD \PVERIFY LOCATIONGGAS METER VERIFY \PLOCATIONSUMP PUMP \PDEDICATED 110V
E
\pxql;POURED CONC WALL OVER CONT. SPREAD FTG. PER SPEC.
EJECTOR PIT AND PUMP FIELD VERIFY LOCATION W/PROJECT MANAGER\PPROVIDE DEDICATED 110V OUTLET AS SHOWN
\A1;2'-6"
PROVIDE 4" BRICK LEDGE
ADD RISER W/ OPTIONAL 9' DEEP POUR
SGFI
\A1;11'-0{\H0.750000x;\S3#4;}"\A1;3'-8"
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'-1{\H0.750000x;\S3#4;}"\A1;5'-8{\H0.750000x;\S1#4;}"
\A1;19'-10{\H0.750000x;\S3#4;}"\A1;3'-4{\H0.750000x;\S3#4;}"
\A1;25'-8{\H0.750000x;\S1#2;}"\A1;12'-5"\A1;13'-3{\H0.750000x;\S1#2;}"
\A1;6'-4{\H0.750000x;\S1#2;}"\A1;6'-0{\H0.750000x;\S1#2;}"\A1;1'-10"\A1;2'-10"\A1;4'-3"\A1;2'-10"\A1;1'-6{\H0.750000x;\S1#2;}"
\A1;2'-6"
\A1;5'-0{\H0.750000x;\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{\H0.750000x;\S1#2;}"
\A1;82'-7" - OVERALL AT OPT. MASONRY WRAP
\A1;82'-7" - OVERALL AT OPT. MASONRY WRAP
SLOPE
\A1;54'-7"- OVERALL AT OPT. MASONRY WRAP
06/11/18
Mike Sheeks