HomeMy WebLinkAboutA001.01901 North Roselle Road, Suite 1000Schaumburg, Illinois 60195Pulte 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 - 2019
Suzette Schuette3/30/2015
GARAGE RIGHT
2975-Naples
1815.0000
LOT 06
11/14/2019
PLOTTED: November 14, 2019 / Kamlesh Bisht / 2975-IN-PLAN.DWG Full Basement Foundation Plan 1.30a
S
\pxql;SLOPE 3" MIN. \PSEE PROJECT \PMANAGER FOR DETAIL
110V W/ BAT. BACKUP INTERCONNECTED
HOSE BIB FIELD VERIFY LOCATION
LEAD WALL PAST OVER DIG, STEP FOOTING AS NECESSARY\pxql;POURED CONC WALL OVER \PCONT. SPREAD FTG. PER SPEC.POURED CONC. WALL WITH 4" MASONRY LEDGE OVER CONT. SPREAD FTG. PER SPEC. TO MIN. 42" BELOW FIN. GRADE AND BEAR ON UNDISTURBED SOIL.
\A1;49'-2"
\A1;24'-0"
\A1;22'-8"
\A1;6'-0"
\A1;13'-8"
\A1;3'-0"
\A1;83'-8"\A1;23'-0"\A1;60'-8"\A1;17'-0"\A1;43'-8"
\A1;83'-8"\A1;7'-3{\H0.750000x;\S1#2;}"\A1;4'-0"\A1;6'-0"\A1;29'-0{\H0.750000x;\S1#2;}"\A1;44'-7{\H0.750000x;\S1#2;}"
\A1;49'-2"
\A1;14'-0"
\A1;18'-0"
\A1;14'-8"
\A1;9'-6"
\A1;6'-5"\A1;37'-3"
\A1;21'-10{\H0.750000x;\S1#2;}"
\A1;3'-4"
\A1;19'-8{\H0.750000x;\S1#2;}"
\A1;3'-7{\H0.750000x;\S1#2;}"
\A1;8"
\A1;22'-8"
\A1;8"
\A1;23'-0"\A1;4'-0"\A1;2'-0{\H0.750000x;\S1#2;}"\A1;8"
\A1;2'-0{\H0.750000x;\S1#2;}"\A1;5'-11{\H0.750000x;\S3#4;}"\A1;10'-10"\A1;3"\A1;7'-10"UNEXCAVATED4" MIN. CONC. SLAB W/ FIBER MESH \POVER 4" STONE (FREE FROM VEGETATION, \PDECAY AND DEBRIS) ON 95% COMPACTED \PFILL OR VIRGIN SOIL.
SUMP LOCATIONHOSE BIB FIELD \PVERIFY LOCATIONSUMP PUMP \PDEDICATED 110V \pxql;WATER V.I.F.
\pxql;WATER METER FIELD VERIFY \PLOCATION W/ PROJECT MGR.
\pxql;SEWER V.I.F.
\A1;8"
\A1;6'-0"
\A1;13'-4"
EGRESS WINDOW \PAND WELL \PSEE PROJECT MANAGER FOR DETAIL4040 SL w/ EGRESS HARDWARE
EGRESS WINDOW \PAND WELL \PSEE PROJECT MANAGER FOR DETAIL4040 SL w/ EGRESS HARDWARE
TYP. BEAM PKT.: 8" WIDE, 5" DEEP \pxql;POURED CONC WALL OVER \PCONT. SPREAD FTG. PER SPEC.
EJECTOR PIT AND PUMP FIELD VERIFY LOCATION W/PROJECT MANAGER\PPROVIDE DEDICATED 110V OUTLET AS SHOWN STEEL BEAM
STEEL BEAM
TYP. 4" PERIMETER DRAIN TILE PER SPEC.
TYP. 4" PERIMETER DRAIN TILE PER SPEC.
TYP. BEAM PKT.: 8" WIDE, 5" DEEP, 8" HIGH
\A1;11'-4"
\A1;12'-8"
VERIFY GARAGE DOOR DIM \PWITH ELEV'sVERIFY GARAGE DOOR DIM \PWITH ELEV's
\A1;2'-4"\A1;8'-0"\A1;2'-0"\A1;8'-0"\A1;2'-8"
STEEL BEAM
5" STRUCTURAL SLAB W/ #5 BARS @ 18" O.C. E.W. @ MID-DEPTH.\PPROVIDE 4" LEDGE FOR SLAB ON ALL (4) SIDES OR DOWEL REBAR INTO FDN. WALL POURED CONC WALL WITH 4" MASONRY LEDGEOVER CONT. SPREAD FTG. PER SPEC. TO FROST BELOW FIN. GRADE AND BEAR ON UNDISTURBED SOIL.
POURED CONC WALL OVER CONT. SPREAD FTG. PER SPEC. STANDARD 8'-10" POUR.
STEEL PIPE COLUMN ON PLAIN CONC. FTG. TYP.STEEL BEAM
STEEL BEAMBASEMENT4" MIN. CONC. SLAB OVER 6 MIL VAPOR BARRIER OVER 4" MIN. GRAVEL ON 95% COMP. FILL OR VIRGIN SOIL (3000 psf MIN.) FREE FROM DEBRIS, VEGETATION AND DECAY
STEEL BEAM
STEEL BEAM
STEEL PIPE COLUMN ON PLAIN CONC. FTG. TYP.
STEEL BEAM
STEEL BEAM
STEEL BEAM
PATIOCONCRETE
\A1;5'-4"
\A1;ENCLOSED SPACE UNDER STAIR SHALL BE {\H0.7x;\S1/2;}" GYPSUM BOARD
\A1;23'-0"
GFI
\A1;2'-6"
\A1;1'-0"\A1;12'-0"\A1;25'-4"
\A1;2'-6"
NOTE:\P1. REFER TO STRUCTURE PLANS FOR FOUNDATION AND STEEL DESIGN. \P\P2. DIMENSIONS SHOWN ARE FROM OUTSIDE FACE OF FOUNDATION WALL TO OUTSIDE FACE OF FOUNDATION WALL.\P\P3. ALL BASEMENT OUTLETS IN UNFINISHED AREA SHALL BE GFI.
STEEL PIPE COLUMN ON PLAIN CONC. FTG. TYP.BASEMENT / FOUNDATION PLAN 1/4" = 1'-0"
\A1;28'-0{\H0.750000x;\S1#2;}"
\A1;2'-6"
ALT. SUMP LOCATION
\A1;BRICK WAINSCOT
\A1;15'-10"
PROVIDE 4" BRICK LEDGE
3SSTO LIGHT ABOVE
1011131214987654321\pxql;UP 16R
AC FIELD \PVERIFY LOCATION
S
POWER VENT W.H.GAS SUPPLYFD
STANDARD HIGH EFFICIENCY FURNACE LOCATION VERIFY \PW/ MECHANICAL PLANS
1516
12/10/19
David Rutti