HomeMy WebLinkAboutA003.0PLOTTED: June 13, 2017 / SCA / 2600-IN-MONACO-ET01.DWG
A3-ET01
1FB.1English Tudor2 Car Side EntryFoundation PlanIndiana Division11590 North Meridian Street, Suite 530Carmel, Indiana 46032102/05/2016PLAN 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
2600-Monaco
1837.0000
--
06/13/2017
SCALE:BASEMENT FOUNDATION1/4" = 1'-0"SEE BASE PLANS FOR INFORMATION NOT SHOWN
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. WALL
{\LNOTE:}\PPROVIDE PUMBING CLEAN\POUT IN TWO LOCATIONS\PSEE PROJECT MANAGER
\pxql;WATER V.I.F.\pxql;SEWER V.I.F.
PROVIDE 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.
SLOPE
HB
FD
\A1;ENCLOSED SPACE UNDER STAIR SHALL BE {\H0.7x;\S1/2;}" GYPSUM BOARD
67891011121314
\A1;51'-6" - OVERALL\A1;2'-6"\A1;23'-7{\H0.750000x;\S1#2;}"\A1;22'-0{\H0.750000x;\S1#2;}"\A1;3'-4"\A1;13'-11{\H0.750000x;\S1#2;}"\A1;9'-8"\A1;10'-3"\A1;2'-6{\H0.750000x;\S1#2;}"
\A1; 84'-3{\H0.750000x;\S1#2;}" - OVERALL
\A1;84'-7" - OVERALL AT OPT. MASONRY WRAP
\A1;48'-2"
\A1;10'-4"
\A1;29'-4"
\A1; 84'-3{\H0.750000x;\S1#2;}" - OVERALL
\A1;24'-0"\A1;25'-4"
\A1;1'-4"
\A1;13'-11{\H0.750000x;\S1#2;}"
\A1;44'-0"\A1;3'-2"
\A1;8'-3"
\A1;1'-9"
\A1;8'-3"
\A1;3'-10{\H0.750000x;\S1#4;}"
\A1;3'-8{\H0.750000x;\S3#4;}"
\A1;7'-5"\A1;23'-7{\H0.750000x;\S1#2;}"\A1;14'-7{\H0.750000x;\S1#2;}"
\A1;7'-5"\pxql;LINE OF WALL ABOVE
CONCRETE SLAB
G
STEEL BEAMSTEEL BEAM
GFI
\A1;30'-4"
\A1;9'-3"
\A1;2'-10"
\A1;1'-0"
\A1;52'-1" - OVERALL AT OPT. MASONRY WRAP
06/29/20
Adam Schriner