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HomeMy WebLinkAboutA001.0FOUNDATION PLAN UP 16R 131211109 STANDARD HIGH EFFICIENCY FURNACE LOCATION VERIFY W/ MECHANICAL PLANS POWER VENT W.H. EJECTOR PIT AND PUMP \PFIELD VERIFY LOCATION W/PROJECT MANAGER. \PPROVIDE DEDICATED 110V OUTLET AS SHOWN \pxql;4" MIN. CONC. SLAB OVER 6 MIL VAPOR BARRIER OVER 4" MIN. GRAVEL FILL OVER BEARING SOIL (2000 psf MIN.) FREE FROM DEBRIS, VEGETATION AND DECAYBASEMENT STD. WND. PER SPEC. \pxql;HOSE BIB FIELD VERIFY \PLOCATION UNEXCAVATED4" MIN. CONC. SLAB OVER 4" MIN. COMPACTED CLEAN SAND FILL FREE FROM VEGETATION, DECAY AND DEBRIS \pxql;8" POURED CONC WALL WITH 4"\PBRICK LEDGE OVER 8" X 16"CONT. SPREAD FTG. PER SPEC. STANDARD 9'-0" POUR HGT. 8" POURED CONC WALL WITH 4" BRICK LEDGE OVER 8" X 16" CONT. SPREAD FTG. PER SPEC. TO MIN. 30" BELOW FIN. GRADE AND BEAR ON UNDISTURBED SOIL. ENG. FLOOR TRUSSES; SERIES & SPACING PER MANUF. LEAD WALL PAST OVER DIG, STEP FOOTING AS NECESSARY SLOPE 2" MIN. \P-SEE PROJECT MANAGER FOR DETAILHOSE BIB FIELD VERIFY LOCATION NOTE:\P1. DIMENSIONS SHOWN ARE FROM FACE OF FOUNDATION WALL TO FACE OF FOUNDATION WALL.\P2. VERIFY 2,000 PSF SOIL BEARING CAPACITY. LINE OF BRICK LEDGE PER SPEC. SEE SPECIFIC ELEV. LEAD WALL PAST OVER \PDIG, STEP FOOTING AS \PNECESSARY SUMP W/ CHECK VALVE\PFIELD VERIFY LOCATION \PW/ PROJECT MGR.SUMP PUMP DEDICATED 110VG GAS METER FIELD VERIFY \pxql;4" MIN. CONC. SLAB OVER 4" MIN. \PCOMPACTED CLEAN SAND FILL FREE \PFROM VEGETATION, DECAY AND DEBRIS 4040 SL w/ EGRESS HARDWARE EGRESS WINDOW AND WELL \PSTD. W/ 9'-0" POUR \PSEE PROJECT MANAGER FOR DETAIL VERIFY GARAGE DOOR DIM \PWITH ELEV's 2/8 \pxql;8" POURED CONC WALL WITH 4"\PBRICK LEDGE OVER 8" X 16"CONT. SPREAD FTG. PER SPEC. STANDARD 9'-0" POUR HGT. \pxql;8" POURED CONC WALL WITH 4"\PBRICK LEDGE OVER 8" X 16"CONT. SPREAD FTG. PER SPEC. STANDARD 9'-0" POUR HGT. \pxql;WATER METER FIELD VERIFY \PLOCATION W/ PROJECT MGR. GAS SUPPLYFD TYP. 4" PERIMETER DRAIN \PTILE PER SPEC. 653421 TO SWITCH ABOVE PER FLR. LAYOUT EGFIELECTRICAL METER AND PANEL VERIFY LOCATION STD. WND. PER SPEC. TYP. 4" PERIMETER DRAIN \PTILE PER SPEC. 4040 SL w/ EGRESS HARDWARE \pxql;8" POURED CONC WALL WITH 4"\PBRICK LEDGE OVER 8" X 16"CONT. SPREAD FTG. PER SPEC. STANDARD 9'-0" POUR HGT. \pxql;8" POURED CONC WALL WITH 4"\PBRICK LEDGE OVER 8" X 16" CONT. SPREAD FTG. PER SPEC. \PTO MIN. 30" BELOW FIN. GRADE \PAND BEAR ON UNDISTURBED SOIL. \pxql;WATER V.I.F.\pxql;SEWER V.I.F. \pxql;8" POURED CONC WALL WITH 4"\PBRICK LEDGE OVER 8" X 16"CONT. SPREAD FTG. PER SPEC. \P9'-0" POUR HGT. 1/4" = 1'-0" 78 1415 VERIFY GARAGE DOOR DIM \PWITH ELEV's DASHED LINE OF ROUGH IN PLUMBING LOCATION. 2/4 8" POURED CONC WALL WITH 4" BRICK LEDGE OVER 8" X 16" CONT. SPREAD FTG. PER SPEC. TO MIN. 30" BELOW FIN. GRADE AND BEAR ON UNDISTURBED SOIL. VERIFY GARAGE DOOR DIM \PWITH ELEV's SLOPE 2" MIN. \P-SEE PROJECT MANAGER FOR DETAIL LEAD WALL PAST OVER \PDIG, STEP FOOTING AS \PNECESSARY LEAD WALL PAST OVER \PDIG, STEP FOOTING AS \PNECESSARY \pxql;8" POURED CONC WALL WITH 4"\PBRICK LEDGE OVER 8" X 16"CONT. SPREAD FTG. PER SPEC. STANDARD 9'-0" POUR HGT. UNEXCAVATED4" MIN. CONC. SLAB OVER 4" MIN. COMPACTED CLEAN SAND FILL FREE FROM VEGETATION, DECAY AND DEBRIS LINE OF BRICK LEDGE PER SPEC. SEE SPECIFIC ELEV. AC FIELD \PVERIFY LOCATION \A1;4'-8" \A1;16'-0" \A1;16'-3{\H0.750000x;\S1#2;}" \A1;8" \A1;15'-4" \A1;8" \A1;15'-7{\H0.750000x;\S1#2;}" \A1;6'-0" \A1;2'-0" \A1;22'-0"\A1;8"\A1;13'-4"\A1;8"\A1;14'-4"\A1;8"\A1;14'-4"\A1;8" \A1;3'-10"\A1;8"\A1;5'-4"\A1;8"\A1;3'-10" \A1;8" \A1;8" \A1;3{\H0.750000x;\S1#2;}"\A1;3'-4{\H0.750000x;\S1#2;}" \A1;3{\H0.750000x;\S1#2;}" \A1;42'-4{\H0.750000x;\S1#2;}"\A1;3{\H0.750000x;\S1#2;}"\A1;8'-8{\H0.750000x;\S1#2;}"\A1;15'-0" \A1;25'-8" \A1;3'-4{\H0.750000x;\S1#2;}"\A1;5'-0{\H0.750000x;\S1#2;}"\A1;15'-0" \A1;3{\H0.750000x;\S1#2;}" \A1;14'-4" \A1;3'-0" \A1;6'-0" \A1;3'-0" \A1;13'-4{\H0.750000x;\S1#2;}" \A1;9'-7{\H0.750000x;\S1#2;}" \A1;5'-7" \A1;3'-7{\H0.750000x;\S1#2;}" \A1;80'-8" \A1;18'-0" \A1;44'-8" \A1;16'-0" \A1;2'-0" \A1;60'-8" \A1;8" \A1;43'-4" \A1;8" \A1;8" \A1;5'-0" \A1;11'-0"\A1;10'-4" \A1;8" \A1;4'-4" \A1;10'-4" \A1;34'-4" \A1;2'-0" \A1;3'-0" \A1;10'-4" \A1;22'-8"\A1;44'-0"\A1;14'-8"\A1;16'-4"\A1;13'-8"\A1;9'-0"\A1;82'-8" \A1;8"\A1;12'-4"\A1;8"\A1;8'-4"\A1;8"\A1;14'-0"\A1;8" \A1;14'-0"\A1;19'-4{\H0.750000x;\S1#2;}"\A1;4'-6"\A1;6'-8"\A1;4'-6"\A1;13'-4"\A1;3'-0"\A1;14'-7{\H0.750000x;\S1#2;}"\A1;8"\A1;8"\A1;18'-0{\H0.750000x;\S1#2;}"\A1;8"\A1;8"\A1;13'-11{\H0.750000x;\S1#2;}"\A1;3'-10"\A1;8"\A1;8"\A1;5'-4"\A1;8"\A1;8"\A1;3'-10"\A1;82'-8" \A1;80'-8" \A1;2'-0" \A1;4'-8" \A1;8" \A1;4'-0" \A1;8" \A1;5'-4" \A1;40'-0" \A1;9'-6{\H0.750000x;\S1#2;}" \A1;16'-3" \A1;1'-9" \A1;8'-3" \A1;3'-6{\H0.750000x;\S1#2;}" \A1;11'-4"\A1;10'-8" \A1;8" \A1;39'-4" \A1;8" \A1;5'-4" \A1;13'-0" \A1;2'-8" \A1;16'-0"\A1;15'-4"\A1;8" \A1;22'-8" \A1;8" \A1;22'-0" \A1;16'-0" \A1;5'-9{\H0.750000x;\S1#2;}"\A1;8'-3"\A1;1'-11{\H0.750000x;\S1#2;}" \A1;13'-0" \A1;3'-2"\A1;10'-0"\A1;3'-2" \A1;4'-0"\A1;3'-0"\A1;3'-0" SS S3S PLAN NAME SHEET COMMUNITY NAME PRODUCTION MANAGER LAWSON COMMUNITY ID RELEASE DATE:DATE / DESCRIPTION NPC PLAN NUMBERLAWSON PLAN IDLEGACY PLAN NUMBER / NAME SPECIFICATION LEVEL GARAGE HANDING REV # PROJECT TYPE CURRENT NOTE: SCALES NOTED ON DRAWINGS RELATE TO FULL SIZE PLOTS ON 22x34 SHEETS - 11x17 SHEETS REPRESENT 1/2 SCALE PLOTS ARCHITECT OF RECORD:ENGINEER OF RECORD: 05/13/2019Joel Hampshire (c) Copyright PulteGroup, Inc. - 2011 Indiana Division11590 N. Meridian St, Suite 530Carmel, Indiana 46032SINGLE FAMILY West Clay LOT 314 ---- GARAGE LEFT Red Plan 5 1815.0000 -- 5271 MULHERN & KULPGODUCO DESIGN - ARCHITECTS PLOTTED: June 28, 2019 / Annie Lee / PLAN-5271-IN-WCLY-PLAN.DWG Full Basement Foundation Plan1.30a 07/26/19 Adam Schriner