HomeMy WebLinkAbout0640.95.3FOUNDATION NOTES:
I. ALLONABLE 501L PRESSURE 2000 PSI.
2. FLOOR SLAB AREAS TO BE COMPACTED TO c 5515
MAX. DRY DENSITY.
3. STANDARD BASEMENT AND 6ARA6E SLAB TO BE
4" CONCRETE OVER 4" GRAVEL FILL
CTo TI
4. STRUCTURAL CONCRETE FOOTIN65 TO BE 2500
P51, 5LAB5 3500 PSI.
5. BOTTOM OF ALL FOOTINGS TO BE SET BELOW
LOCAL FR05T LINE. SEE DETAILS.
6. PROVIDE ANCHOR BOLTS 1 /2 "DIA. x 10" 5TARTING
e 6" FROM EACH CORNER ® 6-0" O.G. AND AT
EACH 51DF OF ALL OPENINGS, MIN. (2) PER PIECE
OF SILL.
-7. GRANL SPACE:
A. PROVIDE MIN. 4" GRAVEL OVER 6 MIL
POLY VAPOR BARRIER.
B. DEPTH OF GRANL TO BE MIN. 2' -0 ",
BOTTOM OF JOIST TO GRAVEL
®MASONRY GOND.
PROVIDE 4 "X8"
MAIN LEVEL FIN. FLR. MASONRY LEDDOE_
TOP OF FOUND. HALL —
R161D
(D INSULATION
DETAIL
FOUNDATION PLAN
SCALE: 1/4" = 1' -0"
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7 N
24" �
(TYP. ALL)
4" PERF. FOUND.
DRAIN N/ 6RAVEL
BAGKIN6 (TO SUMP)
IN LEVEL FIN. FLR.
i OP OF FOUND. HALL
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