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FOUNI��/a%TION NOTES: ,
I. ALLOWABLE 501L PRESSURE 2000 P51.
2. FLOOR SLAB AREAS TO EE GOMPAGTED TO q5%
MAX. DRY DENSITY.
5. STANDARD BASEMENT AND GARAGE SLAB TO BE
4" GONGRL E ON 6 MIL. BAPOR BARRIER OVER
4" GRAVEL FILL.
4. 5TRUGTURAL GONGRETE FOOTINGS TO BE 2500
P51, 51-A05 5500 P51.
5. BOTTOM OF ALL FOOTINGS TO BE SET BELOW
LOCAL FROST LINE. 5EE DETAILS.
6. PROVIDE ANGHOR BOLTS 1 /2 "01A. x 10" STARTING
® 6" FROM EACH GORNER ® 6' -O" O.G. AND AT
EAGH SIDE OF ALL OPENINGS, MIN. (2) PER PIEGE
OF 51LL.
-7. GRAWL SPACE:
A. PROVIDE t-iIN. 4" GRAVEL OVER 6 MIL
POLY VAPOR BARRIER.
B. DEPTH OF GRAWL TO BE MIN. 2' -0 ", BOTTOM
OF JOIST TO GRAVEL.
*MASONRY COND.
PROVIDE 4 "X4"
MASONRY LEDD&E
E
MAIN LEVEL FIN. FLR, _
TOP OF FOUND. WALL
DETAIL
REV[ TO LEFT
LIO1,1P 67ARA6E
50D FULL YARD
NOTE: REF. STRUCTURAL SHEET FOR GENERAL FRAMING NOTES.
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