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HomeMy WebLinkAboutA001.0Indiana Division11590 North Meridian Street, Suite 530Carmel, Indiana 46032........................... 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 - 2020 Zach Bittner3/30/2015 GARAGE LEFT 2596-Geneva 1836.0000 LOT 19 05/12/2020 PLOTTED: May 18, 2020 / Kamlesh Bisht / 2596-IN-PLAN.DWG Full Basement Foundation Plan 1.30a NOTE:\P1. DIMENSIONS SHOWN ARE FROM FACE OF FOUNDATION WALL TO FACE OF FOUNDATION WALL.\P2. VERIFY 3,000 PSF SOIL BEARING CAPACITY.\P3. FOR DECK LAYOUT SEE\PDETAIL SHEET.\P4. ALL BASEMENT OUTLETS IN UNFINISHED AREA SHALL BE GFI. \A1;3'-8{\H0.750000x;\S1#2;}" \A1;22'-8{\H0.750000x;\S1#4;}" SS3 GFI STEEL BEAM \A1;3'-8" \A1;11'-4{\H0.750000x;\S1#4;}" STEEL BEAM STEEL BEAM STEEL BEAM STEEL BEAM S S STEEL BEAM STEEL BEAMSTEEL COLUMN ON \PPLAIN CONC. FTG. TYP. STEEL BEAM \A1;45'-0" \A1;2'-3{\H0.750000x;\S1#2;}" \A1;35'-0{\H0.750000x;\S1#2;}" \A1;4'-5{\H0.750000x;\S1#2;}" \A1;5'-6" \A1;2'-3{\H0.750000x;\S1#2;}" 5030 SL 2x6 WALL @ 16" O.C. TYP. 4" PERIMETER DRAIN TILE PER SPEC. \A1;54'-7" OVERALL \A1;10'-8" \A1;58'-3{\H0.750000x;\S1#2;}" - OVERALL \A1;12'-11" \A1;1'-0" SLOPE \A1;32'-6" \A1;26'-0" \A1;8'-10{\H0.750000x;\S1#2;}"\A1;28'-7{\H0.750000x;\S1#2;}" \A1;4'-0" LEAD WALL PAST OVER DIG, STEP FOOTING AS NECESSARY {\LNOTE:}\PPROVIDE PUMBING CLEAN\POUT IN TWO LOCATIONS\PSEE PROJECT MANAGER \A1;11'-4" \A1;14'-10"BASEMENT\A1;13'-4" 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 \pxql;WATER V.I.F.\pxql;SEWER V.I.F. \pxql;POURED CONC WALL OVER CONT. SPREAD FTG. PER SPEC.TYP. 4" PERIMETER DRAIN TILE PER SPEC. \pxql;UP 16R \A1;8'-11" \pxql;WATER METER FIELD \PVERIFY LOCATION W/ \PPROJECT MGR. 4101112131498765 E AC FIELD \PVERIFY \PLOCATION \pxql;POURED CONC WALL OVER CONT. SPREAD FTG. PER SPEC. \pxql;POURED CONC WALL OVER CONT. SPREAD FTG. PER SPEC. FD \pxql;PROVIDE 1/2" GYP. BD.\PUNDER STAIRS \A1;2'-6" \A1;2'-6" \A1;17'-4" ALT. SUMP \PLOCATION PROVIDE 4" BRICK LEDGE ADD RISER W/ OPTIONAL 9' DEEP POUR \A1;14'-2" \A1;11'-6{\H0.750000x;\S1#2;}" \A1;5'-11" \A1;2'-9{\H0.750000x;\S1#2;}" \A1;11'-6{\H0.750000x;\S1#2;}" \A1;5'-0{\H0.750000x;\S1#2;}"\A1;1'-4"\A1;7"\A1;9'-4{\H0.750000x;\S1#2;}" \A1;1'-11"\A1;1'-11" \A1;1'-9" \A1;6'-2{\H0.750000x;\S1#2;}" \A1;30'-3" \A1;84'-7" - OVERALL \A1;84'-7" - OVERALL\A1;26'-5" HOSE BIB FIELD VERIFY LOCATION 5" 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;12'-11" \A1;20'-9" \A1;6'-0{\H0.750000x;\S1#2;}" \A1;13'-3{\H0.750000x;\S1#2;}" 321 ALT. SUMP \PLOCATION HOSE BIB FIELD \PVERIFY LOCATION GGAS METER VERIFY \PLOCATION SUMP PUMP \PDEDICATED 110V GAS SUPPLY TO LIGHT ABOVE POWER VENT W.H. STANDARD HIGH \PEFFICIENCY FURNACE \PLOCATION VERIFY W/ MECHANICAL PLANS EJECTOR PIT AND PUMP FIELD VERIFY LOCATION W/PROJECT MANAGER\PPROVIDE DEDICATED 110V OUTLET AS SHOWN4" 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;3'-4{\H0.750000x;\S3#4;}"\A1;2'-6{\H0.750000x;\S1#2;}" \A1;2'-0" \A1;8'-3" \A1;1'-0" \A1;5'-11" \A1;1'-11" \A1;4'-5" \A1;1'-2" \A1;14'-11{\H0.750000x;\S1#2;}" \A1;2" \A1;6'-4" \A1;3'-0" \A1;5'-0{\H0.750000x;\S1#2;}" \A1;1'-11" \A1;29'-9{\H0.750000x;\S1#2;}" \A1;25'-8{\H0.750000x;\S1#2;}" \A1;8'-3"\A1;8'-3"\A1;3'-2" \A1;49'-7" 5030 SL DECK 1516 \A1;13'-1{\H0.750000x;\S3#8;}" \A1;8'-7{\H0.750000x;\S3#8;}"\pxqc;ROUGH IN PLUMBING BEVERAGE CENTER 05/28/20 William Hohlt