HomeMy WebLinkAbout0154.97.2FOUNDATION NOTES:
I. ALLOWABLE SOIL PRESSURE 2000 PSI.
2. FLOOR SLAB AREAS TO BE GOMPAGTED TO G5%
MANX: OW P�Ngi f:
3. STANDARD BASEMENT AND GARAGE SLAB TO BE
4" GONGRETE ON 6 MIL. BAPOR BARRIER OVER
4" GRAVEL FILL.
4. 5TRUCTURAL GONGRETE FOOTIN65 TO BE 2500
PSI, 5LAB5 3500 PSI.
5. BOTTOM OF ALL FOOTIN65 TO BE SET BELOW
LOCAL FROST LINE. SEE DETAILS.
6. PROVIDE ANCHOR BOLTS 1 /2 "DIA. x 10" STARTING
® 6" FROM EACH CORNER a 6-0" O.G. AND AT
EACH SIDE OF ALL OPENIN65, MIN. (2) PER PIECE
OF SILL.
-1. GRAWL 5PAGE:
A. PROVIDE MIN. 4" GRAVEL OVER 6 MIL
POLY VAPOR BARRIER.
B. DEPTH OF CRAWL TO BE MIN. 2' -0 ", BOTTOM
OF JOIST TO GRAVEL.
N
®MASONRY GOND.
PROVIDE 4 "XS" _i
MASONRY LEDD&E MAIN LEVEL FIN. FLR.
TOP OF FOUND. WALL
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DETAIL 0
Foundation F1an/ C/r a^
50ALE: 1/4 " =1' -O" RANCH CRAWL
MOTE: REF. STRUCTURAL SHEET FOR GENERAL FRAMIN6 NOTES.
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