HomeMy WebLinkAbout0654.95.3FOUNDATION NOTES:
I. ALLOWABLE SOIL PRESSURE 2000 P51.
2. FLOOR SLAB AREAS TO BE COMPACTED TO q5%
MAX. DRY DENSITY.
3. STANDARD BASEMENT AND GARAGE SLAB TO BE
4" CONCRETE ON 6 MIL. BAPOR BARRIER OVER
4" GRAVEL FILL.
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4. STRUCTURAL CONCRETE FOOTIN65 TO BE 2500
P51, SLABS 3500 P51.
5. F30TTOM OF ALI_ FOOTINGS TO BESET BELOW
LOCAL FROST LINE. SEE DETAILS.
6. PROVIDE ANCHOR BOLTS 1 /2 "DIA. x 10"
® 6" FROM EACH CORNER ® 6-0" O.G. AND AT
EACH SIDE OF ALL OPENINGS, MIN. (2) PER PIECE
OF SILL.
-7. GRAWL SPACE:
A. PROVIDE MIN. 4" GRAVEL OVER 6 MII_.
POLY 'APOR BARRIFR.
B. DEPTH OF GRAWL. TO BE MIN. 2' -0 ",
BOTTOM OF JOIST TO GRAVEL
4' IT
8"
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DETAIL
TOP OF FC!JND. WALL
®MASONRY COND.
PROVIDE 4" X 4"
MASONRY LEDOGE -�
RIGID
INSULATION
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4" BASEMENT
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