HomeMy WebLinkAbout0214.95.3OMASONRY COND.
PROVIDE 4 "XS"
Trr ASONRY LEDDGE MAIN LEVEL FIN. FLR.
TOP OF FOUND. WALL 141-0"
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FOUNDATION NOTES: 5 LOCAL FR05TLLINE.0SEE DETAILS SET BELOW
I. ALLOWABLE SOIL PRESSURE 2000 P51. 6. PROVIDE ANCHOR BOLTS 1 /2 "DIA. x 10" STARTING
0 b" FROM EACH CORNER 0 b'-O" O.G. AND AT
2. FLOOR SLAB AREAS TO BE COMPACTED TO a5% EACH SIDE OF ALL OPENINGS, MIN. (2) PER PIECE
MAX. DRY DENSITY. OF SILL.
3. STANDARD BASEMENT AND GARAGE 5LA13 TO BE 7. CRAWL 5PAGEs
4" CONCRETE ON 6 MIL. BAPOR BARRIER OVER A. PROVIDE MIN. 4" GRAVEL OVER b MIL
4 GRAVEL FILL. POLY VAPOR BARRIER.
4. STRUCTURAL CONCRETE FOOTING5 TO BE 2500
P51, SLABS 3500 P51. B. DEPTH OF CRAWL TO BE MIN. 2' -0 ",
7' -l0" BOTTOM OF ,1015T TO GRAVEL
38" �I 2' -I"
23'-6"
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