HomeMy WebLinkAbout0976.95.3FOUNDATION NOTES:
I. ALLOWABLE 501L PRE55URE 2000 PSI.
2. FLOOR SLAB AREAS TO BE COMPACTED TO qM
MAX. DRY DENSITY.
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, 5LAB5 35 P51.
5. BOTTOM OF ALL FOOTING5 TO BE SET BELOW
LOCAL. FROST LINE. SEE DETAILS.
6. M1,/IDE AWHOR BOLTS I /2"DIA. x 10" STARTING
O 6' FROM EACH CORNER a 6' -0' O.G. AND AT
EACH SIDE OF ALL OPENINGS, MIN. (2) PER PIECE
OF SILL.
'1. CRAWL SPACE,
A. PROVIDE MIN. 4' 6RAVEL OVER 6 MIL
POLY VAPOR BARRIER
B. DEPTH OF CRAWL TO BE MIN. 2' -0',
BOTTOM OF JOIST TO GRAVEL
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MAIN LEVEL FIN. FLR.
TOP OF FOUND. WALL
8'
ITi
(Y
• tY
DETAIL (2)
24"
(TYP. ALL)
SIN LEVEL FIN. FLR.
P OF FOUND. WALL
®MASONRY COND.
PROVIDE 4 "X8"
MASONRY LEDD&E
DETAIL
O
4" PERF. FOUND.
DRAIN W/ GRAVEL
BACKING (TO SUMP)
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