HomeMy WebLinkAboutA001.0{\LNOTE:}\PPROVIDE PUMBING CLEAN\POUT IN TWO LOCATIONS\PSEE PROJECT MANAGER\pxql;WATER V.I.F.\pxql;SEWER V.I.F.
SLOPE
A/C (V.I.F. LOCATION)
\pxql;GAS METER\P(V.I.F. LOCATION)HOSE BIB\P(V.I.F. LOCATION)SUMP PUMP\PDEDICATED 110V
HB
ALT. SUMP LOCATION \pxql;TYP. 4" PERIMETER\PDRAIN TILE, PER SPEC.
FDFURN
\A1;ENCLOSED SPACE UNDER STAIR SHALL BE {\H0.7x;\S1/2;}" GYPSUM BOARD 4" 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
\pxql;POURED CONC WALL OVER \PCONT. SPREAD FTG. PER SPEC. \pxql;POURED CONC WALL OVER \PCONT. SPREAD FTG. PER SPEC.
\pxql;POURED CONC WALL OVER \PCONT. SPREAD FTG. PER SPEC.
\pxql;POURED CONC WALL OVER \PCONT. SPREAD FTG. PER SPEC.
HB
1UP 16R234567891011121314 \A1;51'-9{\H0.750000x;\S1#2;}" - OVERALL
\A1;2'-6"
\A1;22'-0{\H0.750000x;\S1#2;}"
\A1;3'-4"
\A1;10'-8"
\A1;13'-3"
\A1;8'-4"
\A1;13'-8{\H0.750000x;\S1#2;}"
\A1; 84'-7" - OVERALL \A1;1'-0"\A1;46'-10{\H0.750000x;\S1#2;}"\A1;10'-11"
\A1;30'-4"
\A1; 84'-7" - OVERALL\A1;25'-4"\A1;25'-4"\A1;1'-0"\A1;13'-8"\A1;44'-7"
\A1;4'-2"\A1;8'-3"\A1;1'-9"\A1;8'-3"\A1;2'-11"\A1;4'-8"\A1;8'-0"
\A1;23'-7{\H0.750000x;\S1#2;}"
WATER METER,\PV.I.F.
\A1;14'-4"\pxql;LINE OF WALL ABOVE
G
STEEL BEAM
STEEL PIPE COLUMN ON PLAIN CONC. FTG. TYP.
STEEL BEAM
STEEL BEAM
STEEL BEAMBASEMENT \A1;29'-4"
4040 SL w/ EGRESS \PHARDWARE. EGRESS \PWINDOW AND WELL 8" POURED CONC. WALL OVER CONT. SPREAD FTG. (PER SPEC. TO MIN. 42" BELOW FIN. GRADE AND BEAR ON UNDISTURBED SOIL)
\A1;23'-0"
\A1;3'-5"
\A1;22'-7"
\A1;4'-0"
\A1;3'-8"\A1;8"
\A1;10'-4"
\A1;4'-0"\A1;49'-8"
\A1;3{\H0.750000x;\S1#2;}"\A1;17'-8"\A1;22'-4{\H0.750000x;\S1#2;}"\A1;11'-0"\A1;6'-8"
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;15'-8"
\A1;18'-4"
\A1;15'-7"
\A1;7'-5{\H0.750000x;\S1#2;}"
\A1;8'-2{\H0.750000x;\S1#2;}"
\A1;52'-1"
\A1;2'-6"
\A1;25'-9{\H0.750000x;\S1#2;}"
1516
LEAD WALL PAST OVER DIG, TYP.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. WALLPROVIDE 4" BRICK LEDGE 4" MIN. CONC. SLAB W/ FIBER MESH OVER 4" CRUSHED STONE (FREE FROM VEGETATION, DECAY AND DEBRIS) ON 95% COMPACTED FILL OR VIRGIN SOIL.
ROUGH IN PLUMBING
\A1;2'-6{\H0.750000x;\S1#2;}"
\A1;3'-4{\H0.750000x;\S1#2;}"
\A1;3'-3"
\A1;2'-8{\H0.750000x;\S1#4;}"
\A1;3'-1{\H0.750000x;\S3#4;}"
\A1;3'-2{\H0.750000x;\S3#4;}"
S
GFI3SS CONCRETE SLABPLOTTED: October 22, 2019 / Nick Musial / 2600-IN-PLAN.DWG Full Basement Foundation Plan 1.31aIndiana Division11590 North Meridian Street, Suite 530Carmel, Indiana 46032...........................
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 - 2019
Suzette Schuette3/30/2015
GARAGE RIGHT
2600-Monaco
1837.0000
LOT 08
10/14/2019
11/18/19
William Hohlt