HomeMy WebLinkAboutFOUNDATION PLANI
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44
104
FRAME TIE —DOWN WITH
GROUND ANCHOR,
TYP. OF 18
FOUNDATION PLAN Sale: 1/4"=V-0"
P.T. 2"x8" SHIM.
4"x8"x16" CMU
MORTAR
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8"x8"x16" CMU
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19"x19"x3/4" ABS PAD
PIER B
P.T. 2"x8" SHIM
4"x8"x16" CMU
MORTAR
8"x8"06" CMU
24"x24"x7/8" ABS PAD
!" GOVERNING CODE
OCCUPANCY CATEGORY
FLORIDA BUILDING CODE 2010
• WIND VELOCITY 160 MPH (3 SEC
WIND EXPOSURE CATEGORY
FOUNDATIONME-DOWN NOTES
1. ASSUMED SOIL BEARING CAPACITY IS 2,000 PSF (MIN.)
ASCE 7-10
2. PIERS SHALL BE 8"x8"x16" CMU CONFORMING TO ASTM C90.
SINGLE OR DOUBLE, SEE PLAN.
MASONRY UNITS SHALL BE LAID WITH TYPE M OR S MORTAR.
PROVIDE 2"x8" P.T. WOOD SHIMS ON TOP OF PIERS.
SINGLE PIERS SHALL BEAR ON 19"x19"x3/4" ABS PAD.
DOUBLE PIERS SHALL BEAR ON 24")24"x7/8" ABS PAD.
PADS SHALL BE PLACED ON UNDISTURBED CLEAN SOIL
COMPACTED TO 95% MAXIMUM DENSITY.
3. GROUND ANCHORS SHALL BE HELICAL TYPE MINUTE MAN,
48" LONG x 5/8" DIAM., ULT PULL-OUT CAPACITY
5,217 LBS WITH DUAL BOLT HEAD. LOCATE
ANCHORS PER PLAN.
4. TIE -DOWN STRAPS SHALL BE 1.25" x 0.035" GALV. STEEL.
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