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HomeMy WebLinkAboutA003.0PLOTTED: June 13, 2017 / SCA / 2596-IN-GENEVA-EC01.DWG A3-EC01 1FB.1 Eu r o C o u n t r y 2 C a r S i d e E n t r y Fo u n d a t i o n P l a n I n d i a n a D i v i s i o n 11 5 9 0 N o r t h M e r i d i a n S t r e e t , S u i t e 5 3 0 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