HomeMy WebLinkAbout0267.95.3FOUNDATION NOTES:
I. ALLOWABLE SOIL PRA 2000 PSI.
2. FLOOR 5L.A13 AREAS TO BE COMPACTED TO q5%
MAX. DRY DENSITY.
3. STANDARD BASEMENT AND 6ARA&E SLAB TO BE
4" CONCRETE ON 6 MIL. BAPOR BARRIER OVER
4" GRAVEL FILL.
4. STRUGTLIRAL CONCRETE FOOTINGS TO BE 2500
PSI, %ABS 3500 P51.
5. BOTTOM OF ALL FOOTIN66 TO BE SET BELOW
LOCAL FROST LINE. SEE DETAILS. 1_
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6. PROVIDE ANCHOR BOLTS I/2VIA. x 10" STARTING
O 6" FROM EACH CORNER • 61-0" OZ. AND AT
EACH SIDE OF ALL OPENINSS, MIN. (2) PER PIECE
OF SILL.
1. CRAW- SPACE,
A. PROVIDE MIN. 40 6RAVEL OVER 6 MIL
POLY VAPOR BARRIER.
B. DEPTH OF CRAW_ TO BE MIN. 2'-0",
BOTTOM OF JOIST TO 6RAVEL
2'-8"
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