HomeMy WebLinkAbout1421.97.6FOUNDATION NOTES:
I. ALLOWABLE 501L PRESSURE 2000 PSI.
2. FLOOR SLAB AREAS TO BE COMPACTED TO 959
3. STANDARD BASEMENT AND GARAGE SLAB TO BE
4" CONCRETE ON 6 MIL. BAPOR BARRIER OVER
4" GRAVEL FILL.
4. STRUCTURAL CONCRETE FOOTINGS TO BE 2500
PSI, SLABS 3500 P51.
5. BOTTOM OF ALL FOOTINGS TO BE SET BELOW
LOCAL FROST LINE. SEE DETAIL5.
6. PROVIDE ANCHOR BOLTS 1 /2 "DIA. x 10" STARTING
® 6" FROM EACH CORNER ® 6' -0" O.G. AND AT
EAGH SIDE OF ALL OPENIN65, MIN. (2) PER PIECE
OF 51LL.
-7. GRAHL SPACE:
A. PROVIDE MIN. 4" GRAVEL OVER 6 MIL
POLY VAPOR BARRIER.
B. DEPTH OF GRAHL TO BE MIN. 2' -0 ", BOTTOM
OF JOIST TO GRAVEL.
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®MASONRY COND.
PROVIDE 4 "Xb" i
MA50NRY LEDDGE MAIN LEVEL FIN. FLR. =
TOP OF FOUND. HALL
8'
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DETAIL 2
Foundation Flan/ drawl
SCALE: 1/4"=I'-O"
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