HomeMy WebLinkAboutA001.0FOUNDATION PLAN1/4" = 1'-0"
\A1;15'-0"\A1;7'-0"
\A1;12'-8"
\A1;2'-0"
\A1;22'-0"
\A1;20'-8"
\A1;16'-3"
\A1;3'-2{\H0.750000x;\S1#2;}"
\A1;66'-0"
\A1;8'-5{\H0.750000x;\S1#2;}"\A1;13'-2{\H0.750000x;\S1#2;}"\A1;34'-0"
\A1;7'-7{\H0.750000x;\S1#2;}"
\A1;8'-0"
\A1;14'-0"
LEAD WALL PAST OVER DIG, STEP FOOTING AS NECESSARY
\A1;7'-8"
\A1;6'-8"
VERIFY GARAGE DOOR DIM WITH ELEV's\A1;22'-0"
\A1;3'-8"
\A1;14'-0"
\A1;1'-10{\H0.750000x;\S1#2;}"
\A1;5'-0{\H0.750000x;\S1#2;}"
\A1;2'-9{\H0.750000x;\S5#8;}"\A1;1'-6"
\A1;8'-8"
UP 16R
\A1;5'-4"\A1;12'-8"
\A1;14'-4"
\A1;19'-4{\H0.750000x;\S1#2;}"\A1;11'-7"\A1;16'-8{\H0.750000x;\S1#2;}"\A1;8'-0"\A1;18'-0"
\A1;19'-4"
\A1;4'-0"
\A1;75'-8"
\A1;6'-0"
SLOPE 2" MIN. \P-SEE PROJECT MANAGER FOR DETAIL
8" POURED CONC WALL w/4" BRICK LEDGE OVER 8" X 16" CONT. SPREAD FTG. PER SPEC \PSTANDARD 9'-0" POUR HGT.
BASEMENT4" MIN. CONC. SLAB OVER 6 MIL VAPOR BARRIER OVER 4" MIN. GRAVEL FILL OVER BEARING SOIL (2000 psf MIN.) FREE FROM DEBRIS, VEGETATION AND DESHY
UNEXCAVATED4" MIN. CONC. SLAB OVER 4" MIN. COMPACTED CLEAN SAND FILL FREE FROM VEGETATION, DESHY AND DEBRIS
8" POURED CONC WALL OVER 8" X 16" CONT. SPREAD FTG. PER SPEC. TO MIN. 36" BELOW FIN. GRADE AND BEAR ON UNDISTURBED SOIL.
{\T0.85;LEAD WALL PAST OVER DIG, STEP FOOTING AS NECESSARY}
TYP. 4" PERIMETER DRAIN TILE PER SPEC.
4040 SL w/ EGRESS HARDWARE
EGRESS WINDOW WELL \PSEE PROJECT MANAGER FOR DETAIL
\A1;8'-8{\H0.750000x;\S1#2;}"
\A1;5'-3"
\A1;8'-8{\H0.750000x;\S1#2;}"
HOSE BIB \PFIELD VERIFY LOCATION
VERIFY GARAGE DOOR DIM WITH ELEV's
ENG. FLOOR TRUSSES; SERIES & SPACING PER MANUF.
\A1;4'-0"
\A1;6'-7"
\A1;10'-1"\A1;12'-0"
\A1;30'-0{\H0.750000x;\S1#2;}"
\A1;8'-5"
\A1;20'-10"
\A1;21'-10"\A1;3'-6"\A1;18'-9"
\A1;2'-0"
\A1;6'-6"
PAD AT SAME HEIGHT AS STEM WALL
UNEXCAVATED4" MIN. CONC. SLAB OVER 4" MIN. COMPACTED CLEAN SAND FILL FREE FROM VEGETATION, DESHY AND DEBRIS
\A1;9'-0"\A1;10'-4{\H0.750000x;\S1#2;}"
STND. 4040 SL w/ EGRESS HARDWARE
\A1;2'-2{\H0.750000x;\S1#2;}"\A1;8'-3"\A1;2'-2{\H0.750000x;\S1#2;}"
{\T0.85;LEAD WALL PAST OVER DIG, STEP FOOTING AS NECESSARY}
\A1;11'-0"\A1;3'-6"
\A1;8"\PTYP.
\A1;8"\PTYP.
\A1;4'-0"
UNEXCAVATED4" MIN. CONC. SLAB OVER 4" MIN. COMPACTED CLEAN SAND FILL FREE FROM VEGETATION, DESHY AND DEBRIS
UNEXCAVATED4" MIN. CONC. SLAB OVER 4" MIN. COMPACTED CLEAN SAND FILL FREE FROM VEGETATION, DESHY AND DEBRIS
8" POURED CONC WALL OVER 8" X 16" CONT. SPREAD FTG. PER SPEC. TO MIN. 36" BELOW FIN. GRADE AND BEAR ON UNDISTURBED SOIL.
SLOPE 2" MIN. \P-SEE PROJECT MANAGER FOR DETAIL SUMP LOCATIONEJECTOR PIT AND PUMP FIELD VERIFY LOCATION W/PROJECT MANAGER
SUMP PUMP DEDICATED 110VEJECTOR DEDICATED 110V ELECTRICAL PANEL
110V W/ BATTERY BACKUP INTERCONNECTED
A/C \PFIELD VERIFY LOCATION
GAS SUPPLY
{\T0.85;STANDARD HIGH EFFICIENCY FURNACE LOCATION VERIFY W/ MECHANICAL PLANS}\A1;3'-3{\H0.750000x;\S1#2;}"
\A1;1'-0"
\A1;11'-0"
BEAM PER STRUCTBEAM PER STRUCT
POST & BEAM PER STRUCT
POST & BEAM PER STRUCT
\A1;15'-0"LEAD WALL PAST OVER DIG, STEP FOOTING AS NECESSARY
\A1;1'-2"\A1;1'-2"
\A1;1'-2"
\A1;10'-9"\A1;1'-2"
\A1;5'-2"
\A1;1'-0"
\A1;11'-0"\A1;20'-2"\A1;12'-3"\A1;18'-0"\A1;75'-8"\A1;12'-3"\A1;12'-2"\A1;8'-0"
\A1;2'-4"
\A1;66'-0"
\A1;2'-0"
E
CD
FD
\A1;1'-2"\A1;1'-2"\A1;1'-2"
\A1;2{\H0.750000x;\S1#2;}"
\A1;9'-11{\H0.750000x;\S1#2;}"
\A1;10'-8{\H0.750000x;\S1#2;}"
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:
06/21/2018Joel Hampshire
(c) Copyright PulteGroup, Inc. - 2018
Indiana Division11590 N. Meridian St, Suite 530Carmel, Indiana 46032SINGLE FAMILY
WestClay
----
GARAGE LEFT
Red
Plan 3
1817.0000
LOT 320
4563
MULHERN & KULPPULTE GROUP
PLOTTED: August 15, 2018 / Rudolph Sanchez / 4563-IN-WCLY-PLAN.DWG Full Basement Foundation Plan1.30a
09/18/18
William Hohlt