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PAD DETAIL (4)
MARK
ANCHOR BOLT
SIZE AND SPACING
SLAT
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5/8" 0
@
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O.C.
1/4"
x 2
1/2" x 2 11/2"
5/8" 0
@
30"
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1/4"
x 3"
x 3"
3/4" 0
@
36"
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1/4"
x 3"
x 3"
3/4" 0
@
30"
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1/4"
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WITH MAX. 12" FROM ENDS AND CORNERS, UNLESS OTHERWISE NOTED.
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2. ALL NEW CONCRETE SLABS ON GRADE SHALL BE PLACED OVER 90% COMPACTED SOIL.
3. CONTRACTOR MUST VERIFY ALL EXISTING DIMENSIONS PRIOR TO STARTING CONSTRUCTION.
5/8"
TO STARTING CONSTRUCTION. ANY DISCREPANCIES MUST BE RESOLVED WITH THE OWNER.
I ts 4 CONT.
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4. FOUNDATION BOLTS SHALL B E AT LEAST 5/8 IN. DIAMETER WITH 1/4"x2 1/2"X2 112"
PLATE WASHERS EMBEDDED AT LEAST 7 IN. INTO CONCRETE FOUNDATION
SPACED NOT MORE THAN 6 FEET APART.
5. ALL HOLD DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION.
NOTE
6. ALL HOLD DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED PLATE WASHERS;
AND HOLD DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING.
CORE DRILL 5/8" 0 BY 6" DEEP FOR NEW PEBAPS
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TO EXISTING CONCRETE FOUNDATION. EPDXY FILL
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