HomeMy WebLinkAboutA001.0\A1;84'-8"\A1;44'-8"\A1;13'-8"\A1;24'-0"
\A1;17'-10{\H0.750000x;\S1#2;}"\A1;11'-0"\A1;25'-9{\H0.750000x;\S1#2;}"\A1;83'-8"\A1;29'-0"
\A1;8"
SCALE: 1/4" = 1'-0"
VERIFY GARAGE DOOR DIM. W/ELEVS.VERIFY GARAGE DOOR DIM. W/ELEVS.
\A1;3'-11{\H0.750000x;\S3#4;}"\A1;2'-0"\A1;8'-0"\A1;8'-0"\A1;3'-4"
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;22'-8"
\A1;8"
\A1;SLOPE 3" MIN.\P(SEE PROJECT MANAGER FOR DETAIL)UNEXCAVATED\A1;8"
G
HB
\A1;15'-8"
\A1;18'-4"
\A1;15'-8"
\A1;4'-0"
\A1;3'-8"
\A1;\pxql;{\LNOTE:\P}PROVIDE PLUMBING CLEAN OUT IN TWO LOCATIONS, SEE PROJECT MANAGER
A/C (V.I.F. LOCATION)
\pxql;GAS METER\P(V.I.F. LOCATION)\pxql;HOSE BIB\P(V.I.F. LOCATION)\pxql;SUMP PUMP\PDEDICATED 110V
HB
\pxql;TYP. 4" PERIMETER\PDRAIN TILE, PER SPEC.\pxql;EGRESS WINDOW AND\PWELL (SEE PROJECT\PMANAGER FOR DETAIL)
1UP 16R 2345678910111213141516
FDFURN
\A1;23'-0{\H0.750000x;\S1#2;}"
\A1;3'-5"
\A1;22'-3{\H0.750000x;\S1#2;}"
\A1;10'-4"
\A1;4'-0"\A1;49'-4"\A1;8"
S
PATIOCONCRETE
STEEL BEAM
\pxql;STEEL PIPE COLUMN ON PLAIN CONC. FTG. TYP.
STEEL BEAM
STEEL BEAM
STEEL BEAM \A1;1'-9"
\A1;\pxql;ENCLOSED SPACE UNDER STAIR SHALL BE {\H0.7x;\S1/2;}" GYPSUM BOARD
GFI
\A1;2'-6"
\A1;3{\H0.750000x;\S1#2;}"\A1;17'-8"\A1;22'-1"BASEMENT4" 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
TO LIGHT ABOVE3SS2/8
\A1;12'-8"\A1;5'-0"\A1;52'-2"
\A1;2'-6"UNEXCAVATED\A1;\pxql;4" MIN. CONC. SLAB W/FIBER MESH OVER 4" CRUSHED STONE (FREE FROM VEGETATION, DECAY AND DEBRIS) ON 95% COMPACTED FILL OR VIRGIN SOIL
\pxql;POURED CONC WALL OVER \PCONT. SPREAD FTG. PER SPEC.
\pxql;POURED CONC WALL OVER \PCONT. SPREAD FTG. PER SPEC.
\pxql;8" POURED CONC. WALL OVER CONT. SPREAD FTG. (PER SPEC. TO MIN. 42" BELOW FIN. GRADE AND BEAR ON UNDISTURBED SOIL)FOUNDATION PLAN \A1;49'-8"
\A1;14'-4"
\A1;9'-8"
\A1;7'-5"
\A1;2'-10"
\A1;9'-3"
\A1;2'-10"
\A1;3'-4"
\A1;1'-4"
\A1;3'-8{\H0.750000x;\S1#4;}"
\A1;1'-0"
\A1;2'-0"
4040 SL W/EGRESS HARDWARE
\A1;7'-10"
\A1;7'-10"
PLOTTED: August 15, 2018 / Rudolph Sanchez / 2600-IN-PLAN.DWG Full Basement Foundation PlanElevation 11.31a1900 East Golf Road, Suite 300Schaumburg, Illinois 60173Pulte Central Zone...........................
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 - 2018
Suzette Schurtte3/30/2015
GARAGE RIGHT
2600-Monaco
1837.0000
LOT 38
01/09/2018
08/20/18
Adam Schriner