HomeMy WebLinkAboutA003.0PLOTTED: June 13, 2017 / SCA / 2596-IN-GENEVA-ET01.DWG
A3-ET01
1FB.1English Tudor2 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
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;83'-3{\H0.750000x;\S1#2;}"\A1;28'-3"
\A1;8'-11{\H0.750000x;\S1#2;}"
\A1;83'-3{\H0.750000x;\S1#2;}" - OVERALL
\A1;26'-5"
\A1;24'-4{\H0.750000x;\S1#2;}"
\A1;26'-0"
\A1;4'-0"
\A1;8'-3"
\A1;1'-9"
\A1;8'-3"
\A1;3'-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
SLOPE
\A1;13'-6"\A1;12'-9"
\A1;11'-7{\H0.750000x;\S1#2;}"
\A1;54'-0" - OVERALL
\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
S
GFI
\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;19'-10{\H0.750000x;\S3#4;}"\A1;3'-4{\H0.750000x;\S3#4;}"
\A1;25'-8{\H0.750000x;\S1#2;}"\A1;14'-2"\A1;11'-6{\H0.750000x;\S1#2;}"
\A1;5'-11"
\A1;2'-6"
\A1;2'-6{\H0.750000x;\S1#2;}"
\A1;83'-7" - OVERALL AT OPT. MASONRY WRAP
\A1;83'-7" - OVERALL AT OPT. MASONRY WRAP
\A1;11'-0{\H0.750000x;\S1#2;}"\A1;12'-3"
\A1;1'-0"
\A1;8'-3"\A1;11'-6{\H0.750000x;\S1#2;}"
\A1;1'-0"
\A1;5'-11"\A1;1'-11"\A1;4'-5"\A1;2"\A1;14'-11{\H0.750000x;\S1#2;}"\A1;3'-0"
\A1;5'-0{\H0.750000x;\S1#2;}"\A1;1'-4"
\A1;7"
\A1;9'-4{\H0.750000x;\S1#2;}"
\A1;1'-2"
\A1;1'-11"
\A1;5'-0{\H0.750000x;\S1#2;}"
\A1;1'-11"
\A1;6'-4"\A1;1'-11"
\A1;54'-7" - OVERALL
06/06/19
William Hohlt