HomeMy WebLinkAbout0437.97.3i - OUHIDATION NOTIFS:
I. ALLOWABLE 501L PRESSURE 2000 P51.
2. FLOOR SLAB AREAS TO BE COMPACTED TO 15%
MAX. DRY DEN5ITY.
3. 5TA14DARD BASEMENT ANT-) GARAGE SLAB TO BE
4" GOtIGRETE OVER 4" FILL
4. STRUCTURAL CONCRETE FOOTINGS TO BE 2500
PSI, 5LAB5 3500 PSI.
5. BOTTOM OF ALL FOOTIN65 TO BE SET BELOW
LOCAL FR05T LINE. SEE DETAILS.
6. PROVIDE ANCHOR BOLTS 1 /2 "DIA. x 10" 5TARTIN6
® 6" FROM EACH CORNER ® 6' -0" O.G. AND AT
EACH SIDE OF ALL OPENIN65, MIN. (2) PER PIEGE
OF SILL._.
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cv
MAIN LEVEL FIN. FLR.
TOP OF FOUND. WALL
Co)MA50NRY GOND: —� —g
PROVIDE 4 "XS" cV
MASONRY LEDD6E
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DETAIL
MASONRY LEDGE
WI IC RE A f-,I--) A CSI
MAIN LE`
TOP OF
24"
(TYP. ALL)
DETAIL 2
LOGATION OF SEWER LINES TO BE
DIGTATED BY SEWER LATERAL
L _OGATION PER PLOT PLAN; SEE
AREA SUPERINTENDENT IF
OPTIMUM LOCATION IS NOT
APPARENT; MIN 10' BETWEEN SEWER
AND WATER LINE
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