HomeMy WebLinkAboutA001.0FOUNDATION PLAN1/4" = 1'-0"
123465
\A1;90'-4"\A1;55'-0"
\A1;13'-0"\A1;8"\A1;19'-4"\A1;8"\A1;12'-0"\A1;11'-8"\A1;14'-4"\A1;11'-2"\A1;20'-8"\A1;3'-10"\A1;13'-4"\A1;12'-4"\A1;90'-4"
\A1;16'-3"\A1;18'-9{\H0.750000x;\S1#2;}"
\A1;10'-8"
\A1;2'-4"\A1;8"\A1;3'-0"
\A1;41'-4"
\A1;18'-9{\H0.750000x;\S1#2;}"
\A1;60'-1{\H0.750000x;\S1#2;}"
\A1;2'-4"
\A1;17'-8"
\A1;14'-8"
\A1;9'-8"
\A1;16'-0"
\A1;18'-4"
\A1;3'-0"
\A1;60'-1{\H0.750000x;\S1#2;}"
\A1;4"\A1;10'-4"
\A1;22'-8"
\A1;8"\A1;8"\A1;8"\A1;8"\A1;8"\A1;2'-0"\A1;1'-4"\A1;8"
\A1;12'-5{\H0.750000x;\S1#2;}"
\A1;47'-8"
\A1;8"
\A1;8"
\A1;8"
\A1;8"
\A1;11'-4"
\A1;8"
\A1;9'-2"
\A1;9'-2"
\A1;23'-4"
\A1;3'-8"
\A1;8"
\A1;8"
91011121413
\A1;7'-5{\H0.750000x;\S1#2;}"
\A1;14'-8"\A1;14'-0"\A1;22'-0"
\A1;4'-8"
\A1;8"
\A1;10'-0"
\A1;4"
\A1;14'-8"
\A1;2'-0"
\A1;13'-0"\A1;62'-8"
\A1;3'-4"
\A1;2'-0"\A1;8"
\A1;5'-0"
\A1;8"
\A1;2'-0"
\pxql;SEWER V.I.F.
\pxql;8" POURED CONC WALL WITH 4"\PBRICK LEDGE OVER 8" X 16"CONT. SPREAD FTG. PER SPEC. \PSTANDARD 9'-0" POUR HGT.
POWER VENT W.H.GAS SUPPLYFD
4040 SL w/ EGRESS HARDWARE
EGRESS WINDOW AND WELL \PSTD. W/ 9'-0" POUR \PSEE PROJECT MANAGER FOR \PDETAIL
UNEXCAVATED4" MIN. CONC. SLAB OVER 4" MIN. COMPACTED CLEAN SAND FILL FREE FROM VEGETATION, DECAY AND DEBRIS
8" POURED CONC WALL OVER 8" X 16" CONT. SPREAD FTG. PER SPEC \PSTANDARD 9'-0" POUR HGT.
8" POURED CONC WALL OVER 8" X 16" \PCONT. SPREAD FTG. PER SPEC. TO MIN. \P30" BELOW FIN. GRADE AND BEAR ON UNDISTURBED SOIL.
LEAD WALL PAST OVER DIG, STEP FOOTING AS NECESSARY
SLOPE 2" MIN. \P-SEE PROJECT MANAGER FOR DETAIL
HOSE BIB FIELD VERIFY LOCATION
\pxql;8" POURED CONC WALL WITH 4"BRICK \PLEDGE OVER 8" X 16" CONT. SPREAD \PFTG. PER SPEC. TO MIN. 30" BELOW \PFIN. GRADE AND BEAR ON UNDISTURBED \PSOIL.
VERIFY GARAGE DOOR DIM \PWITH ELEV's
TYP. 4" PERIMETER DRAIN \PTILE PER SPEC.
AC FIELD \PVERIFY \PLOCATION
STANDARD HIGH \PEFFICIENCY FURNACE \PLOCATION VERIFY W/ MECHANICAL PLANS
\pxql;8" POURED CONC WALL WITH 4"\PBRICK LEDGE OVER 8" X 16"\PCONT. SPREAD FTG. PER SPEC. \PSTANDARD 9'-0" POUR HGT.
\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
DASHED LINE OF ROUGH IN PLUMBING LOCATION.2/8
\pxql;8" POURED CONC WALL OVER \P8" X 16"CONT. SPREAD FTG. \PPER SPEC. \PSTANDARD 9'-0" POUR HGT.UP 16RENG. FLOOR TRUSSES; SERIES & SPACING PER MANUF.\A1;22'-4"\A1;7'-5"\A1;7"\A1;3'-2"\A1;43'-10{\H0.750000x;\S1#2;}"
\A1;14'-11{\H0.750000x;\S1#2;}"
\A1;3"\A1;5'-10"
\A1;3'-4{\H0.750000x;\S1#2;}"
\A1;8"
\A1;1'-0"
\A1;2'-0"\A1;29'-8"
\pxql;WATER V.I.F.\pxql;WATER METER FIELD VERIFY \PLOCATION W/ PROJECT MGR.
UNEXCAVATED4" MIN. CONC. SLAB OVER 4" MIN. COMPACTED CLEAN SAND FILL FREE FROM VEGETATION, DECAY AND DEBRIS
\A1;14'-8"
\A1;12'-0"
\A1;23'-4"\A1;13'-0"\A1;10'-4"
\A1;3'-5{\H0.750000x;\S1#2;}"
8" POURED CONC WALL WITH 4' BRICK\PLEDGE OVER 8" X 20" CONT. SPREAD FTG. PER SPEC. TO MIN. 30" BELOW FIN. GRADE AND BEAR ON UNDISTURBED SOIL.
SUMP W/ CHECK VALVE \PFIELD VERIFY LOCATION \PW/ PROJECT MGR.
SUMP PUMP DEDICATED \P110V
G
GAS METER FIELD VERIFY
1516 78
\pxql;8" POURED CONC WALL OVER \P8" X 16"CONT. SPREAD FTG. \PPER SPEC. \PSTANDARD 9'-0" POUR HGT.
NOTE:\P1. DIMENSIONS SHOWN ARE FROM FACE OF FOUNDATION WALL TO FACE OF FOUNDATION WALL.\P\P2. VERIFY 2,000 PSF SOIL BEARING CAPACITY.
\A1;8'-0"
\A1;11'-4"
\A1;8'-0"
\A1;2'-2{\H0.750000x;\S1#2;}"
LEAD WALL PAST OVER \PDIG, STEP FOOTING AS \PNECESSARY
SLOPE 2" MIN. \P-SEE PROJECT MANAGER FOR DETAIL
UNEXCAVATED4" MIN. CONC. SLAB OVER 4" MIN. COMPACTED CLEAN SAND FILL FREE FROM VEGETATION, DECAY AND DEBRIS
VERIFY GARAGE DOOR DIM \PWITH ELEV's
\A1;16'-4"
\A1;2'-2{\H0.750000x;\S1#2;}"\A1;8'-3"\A1;2'-2{\H0.750000x;\S1#2;}"\A1;12'-8"
\A1;8"\A1;3'-0"
\A1;22'-0"
\A1;12'-8"\A1;12'-0"\A1;8"
\A1;5'-4{\H0.750000x;\S3#8;}"
\A1;5'-3{\H0.750000x;\S5#8;}"
\A1;19'-4"
\A1;4'-0"
\A1;12'-8"
POST & BEAM PER STRUCTURAL PLANS\A1;1'-4"
\A1;8"
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:
05/11/2018Joel Hampshire
(c) Copyright PulteGroup, Inc. - 2012
I n d i a n a D i v i s i o n
1 1 5 9 0 N . M
e r i d i a n S t , S u i t e 5 3 0
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SINGLE FAMILY
WestClay
----
GARAGE RIGHT
Red
Plan 2
1816.0000
LOT 319
4634
SCHWARZ ENGINEERINGGODUCO DESIGN - ARCHITECTS
PLOTTED: May 15, 2018 / Rudolph Sanchez / PLAN-4634-IN-WCLY-PLAN.DWG
F u l l B a s e m e n t F o u n d a t i o n P l a n
1.30a
07/11/18
William Hohlt