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FOUNDATION NOTES:
I. ALLOWABLE 501L PRE55LRE 2000 PSI.
2. FLOOR 5LAB AREAS TO BE GOMPAGTED TO g5%
MAX. DRY DENSITY.
3. STANDARD BASEMENT AND GARAGE SLAB TO BE
4" CONCRETE OVER 4" GRAVEL FILL
4. STRUCTURAL CONCRETE FOOTIN65 TO BE 2500
P51, SLAB5 3500 P51.
5. BOTTOM OF ALL FOOTIN65 TO BE SET BELOW
LOCAL FR05T LINE. SEE DETAILS.
6. PROVIDE ANCHOR BOLTS I /2 "DIA. x 10" STARTING
® 6" FROM EACH CORNER ® 6'-0" O.G. AND AT
EACH 51DE OF ALL OPENINGS, MIN. (2) PER PIECE
OF SILL.
MAIN LEVEL FIN. FLR. _
TOP OF FOUND. WALL
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DETAIL 2
SOD FRONT YARD
LOCATION OF 5EHER. LINE5 TO BE
DICTATED BY SEVER LATERAL
LOCATION PER PLOT PLAN. SEE
AREA SUPERINTENDENT IF
OPTIMUM LOCATION 15 NOT
APPARENT; MIN 10' BETWEEN 5EYER
AND WATER LINE
REVERSE TO LEFT � �1 1-
HAND GARAGE
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FOUNDATION NOTES:
I. ALLOWABLE 501L PRE55LRE 2000 PSI.
2. FLOOR 5LAB AREAS TO BE GOMPAGTED TO g5%
MAX. DRY DENSITY.
3. STANDARD BASEMENT AND GARAGE SLAB TO BE
4" CONCRETE OVER 4" GRAVEL FILL
4. STRUCTURAL CONCRETE FOOTIN65 TO BE 2500
P51, SLAB5 3500 P51.
5. BOTTOM OF ALL FOOTIN65 TO BE SET BELOW
LOCAL FR05T LINE. SEE DETAILS.
6. PROVIDE ANCHOR BOLTS I /2 "DIA. x 10" STARTING
® 6" FROM EACH CORNER ® 6'-0" O.G. AND AT
EACH 51DE OF ALL OPENINGS, MIN. (2) PER PIECE
OF SILL.
MAIN LEVEL FIN. FLR. _
TOP OF FOUND. WALL
*MASONRY C:OND: g i0
PROVIDE 4 "X8" N
MASONRY LEDD&E
tr
DETAIL rl
MASONRY LEDGE
- r5= A r7 l I- A-1 r
MAIN
TOP C
24"
(TYP. ALL)
DETAIL 2
SOD FRONT YARD
LOCATION OF 5EHER. LINE5 TO BE
DICTATED BY SEVER LATERAL
LOCATION PER PLOT PLAN. SEE
AREA SUPERINTENDENT IF
OPTIMUM LOCATION 15 NOT
APPARENT; MIN 10' BETWEEN 5EYER
AND WATER LINE
REVERSE TO LEFT � �1 1-
HAND GARAGE
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