HomeMy WebLinkAboutA000.3PLOTTED: June 13, 2017 / SCA / 2975-IN-NAPLES-EC01.DWG
A3-EC01
1FB.1Euro Country2 Car Side EntryFoundation Plan1901 North Roselle Road, Suite 1000Schaumburg, Illinois 60195Pulte Central Zone102/05/2016PLAN REVISIONS........................
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 - 2017
Joel Hampshire3/30/2015
GARAGE LEFT
2975-Naples
1815.0000
--
06/13/2017
SCALE:BASEMENT FOUNDATION1/4" = 1'-0"SEE BASE PLANS FOR INFORMATION NOT SHOWN
CONCRETE SLAB
\pxql;SLOPE
LEAD WALL PAST OVER DIG, STEP FOOTING AS NECESSARYPOURED CONC. WALL WITH 4" MASONRY LEDGE OVER CONT. SPREAD FTG. PER SPEC. TO MIN. 42" BELOW FIN. GRADE AND BEAR ON UNDISTURBED SOIL.
4" MIN. CONC. SLAB W/ FIBER MESH \POVER 4" STONE (FREE FROM VEGETATION, \PDECAY AND DEBRIS) ON 95% COMPACTED \PFILL OR VIRGIN SOIL.
SUMP LOCATION
HOSE 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.
\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 BEAMSTEEL BEAM
\pxql;UP 14RTO LIGHT ABOVE
1011131214
987654321
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 BEAMSTEEL BEAM
\A1;ENCLOSED SPACE UNDER STAIR SHALL BE {\H0.7x;\S1/2;}" GYPSUM BOARD
POWER VENT W.H.
STANDARD HIGH EFFICIENCY FURNACE LOCATION VERIFY \PW/ MECHANICAL PLANS
PROVIDE 4" BRICK LEDGE
\pxql;ADD RISER W/ OPTIONAL 9' DEEP POUR
\A1;48'-6" - OVERALL\A1;2'-6"\A1;23'-7{\H0.750000x;\S1#2;}"\A1;19'-4{\H0.750000x;\S1#2;}"\A1;11'-0{\H0.750000x;\S1#2;}"\A1;12'-7"\A1;3'-0"
\A1;23'-7{\H0.750000x;\S1#2;}"\A1;6'-1"\A1;13'-3{\H0.750000x;\S1#2;}"
\A1;29'-0"\A1;28'-0"\A1;83'-3{\H0.750000x;\S1#2;}" - OVERALL\A1;83'-7" - OVERALL AT OPT. MASONRY WRAP
\A1;1'-0"
\A1;35'-7{\H0.750000x;\S1#2;}"
\A1;11'-4"
\A1;2'-2"
\A1;83'-3{\H0.750000x;\S1#2;}"
\A1;83'-7" - OVERALL AT OPT. MASONRY WRAP\A1;23'-0"
\A1;17'-3{\H0.750000x;\S1#2;}"
\A1;43'-0"
\A1;6'-1"
3SS
GFI
\A1;8'-3"
\A1;1'-9"
\A1;8'-3"
\A1;2'-7"
\A1;4'-0"\A1;6'-1"\A1;13'-3{\H0.750000x;\S1#2;}"\A1;2'-0"
\A1;46'-7" - OVERALL AT OPT. MASONRY WRAP
07/12/18
Mike Sheeks