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�OU1�D�4TIO�t �IOT�s:
I. ALLOWABLE SOIL PRE55URE 2000 P51.
2. FLOOR SLAB f�REAS TO BE GOMPAGTED TO 95Ai
MAX. � DRY DENSITY.
3. STANDP�RD BA5EMENT P�ND GARAGE SLAB TO BE
4" GONGRETE ON 6 MIL. BAPOR BARRIER OVER
4" GRf41/EL FILL.
4. STRUGTURAL GONGRETE FOOTINGS TO BE 2500
P51, 5LAB5 3500 P51.
5. BOTTOM OF J�L.L FOOTINGS TO BE SET BELOW
LOGAL FROST LINE. SEE DETAILS.
6. PROVIDE ANGHOR BOLTS I/2"DIA. x 10" STARTING
0 6" FROM EAGH GORNER � 6'-O" O.G. AND AT
EAGH 51DE OF ALL OPENINGS, MIN. (2) PER PIEGE
OF SILL.
1. GR�WL SPAGE:
A. PR�OVIDE MIN. 4" GRAVEL OVER 6 MIL
POLY VAPOR BARRIER.
B. DEPTH OF GRihWL TO BE MIN. 2'-ON, BOTTOM
OF J015T TO GRAYEL.
M�450NRY LED6E -
WHERE APPLIGf4BLE
8'
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MAIN LEVEL FIN. FLR.
� TOP OF FOUND. WALL
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DET,� I L I
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PROVIDE 4"X4"
MP�50NRY LEDDGE MAIN LEVEL FIN. FLR =
TOP OF FOUND. WALL
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NOTE: REF. STRUGTURAL SHEET FOR GENERAL FRI�MING NO�`E5.
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