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