HomeMy WebLinkAboutA001.0PLOTTED: February 19, 2020 / Nick Musial / 2600-IN-PLAN.DWG Full Basement Foundation Plan1.31aIndiana Division11590 North Meridian Street, Suite 530Carmel, Indiana 46032PLAN 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 - 2020
Suzette Schuette3/30/2015
GARAGE LEFT
2600-Monaco
1837.0000
LOT 35
02/18/2020
\A1;84'-8"\A1;30'-8"\A1;14'-0"\A1;13'-8"\A1;44'-8"\A1;24'-0"
\A1;17'-10{\H0.750000x;\S1#2;}"\A1;11'-0"\A1;25'-9{\H0.750000x;\S1#2;}"\A1;84'-8"\A1;30'-0"
\A1;24'-8"\A1;3'-8"\A1;8"
SCALE: 1/4" = 1'-0"
VERIFY GARAGE DOOR DIM. W/ELEVS.VERIFY GARAGE DOOR DIM. W/ELEVS.
\A1;3'-10{\H0.750000x;\S1#4;}"\A1;1'-9"\A1;8'-3"\A1;8'-3"\A1;3'-2"
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;\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
\A1;8"
G
HB
\A1;15'-8"
\A1;18'-4"
\A1;15'-8"
\A1;3'-8"\A1;4'-0"
\A1;3'-8"\A1;8"\A1;\pxql;{\LNOTE:\P}PROVIDE PLUMBING CLEAN OUT IN TWO LOCATIONS, SEE PROJECT MANAGER
A/C (V.I.F. LOCATION)
4040 SL W/EGRESS HARDWARE
HB
4040 SL W/EGRESS HARDWARE
FDFURN
\A1;10'-4"
\A1;4'-0"\A1;49'-4"\A1;8" PATIOCONCRETE
STEEL BEAM
STEEL PIPE COLUMN ON PLAIN CONC. FTG. TYP.STEEL BEAM
STEEL BEAM
STEEL BEAM\A1;1'-10"
\A1;ENCLOSED SPACE UNDER STAIR SHALL BE {\H0.7x;\S1/2;}" GYPSUM BOARD
\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 ABOVE2/8
\A1;11'-0"\A1;6'-8"\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 SOIL8" POURED CONC. WALL OVER CONT. SPREAD FTG. (PER SPEC. TO MIN. 42" BELOW FIN. GRADE AND BEAR ON UNDISTURBED SOIL)FOUNDATION PLAN 1UP 16R234567891011121314 \A1;52'-2" - OVERALL
\A1;2'-6"
\A1;24'-0"
\A1;22'-4"
\A1;3'-4"
\A1;14'-4"
\A1;9'-8"
\A1;10'-3"
\A1;2'-10"
\A1;9'-3"
5" STRUCTURAL SLAB W/ #5 BARS @ 18" O.C. E.W. @ MID-DEPTH. PROVIDE 4" LEDGE FOR SLAB ON ALL (2) SIDES OR DOWEL REBAR INTO FDN. WALL
\A1;3'-8{\H0.750000x;\S3#4;}"
\A1;1'-0"
\A1;7'-4"
\A1;2'-11"
1516
\A1;1'-4"
\A1;22'-3{\H0.750000x;\S1#2;}"
\A1;23'-4{\H0.750000x;\S1#2;}"
\A1;3'-5"
\A1;1'-7{\H0.750000x;\S1#2;}"
\A1;3'-4{\H0.750000x;\S1#2;}"
\A1;3'-3"
DASHED LINES ILLUSTRATE BATH (ROUGH-IN PLUMBING)
\pxql;ROUGH-IN BEVERAGE CENTER
\A1;5'-4{\H0.750000x;\S1#4;}"\A1;6'-0{\H0.750000x;\S1#4;}"
S
GFI3SS
\A1;17'-0{\H0.75x;\S5#8;}"\A1;8'-8{\H0.75x;\S7#8;}"
Omit Window Well
03/19/20
William Hohlt