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Page 11 of 21 <br /> SHEARWALL,DIAPHRAGM,STRAP AND HOLDOWN CAPACITY TABLE PER IBC 2012 <br /> PLYWOOD SHEATHED SHEARWALL LRFD CAPACITY(SEISMIC/WIND) COMMENT <br /> SW6(15/32"PLYWOOD WITH 10d AT 6"AT EDGE, 10d AT 12"FIELD NAILING) 496 PLF/696 PLF SDPWS TABLE 4.3A <br /> SW4(15/32"PLYWOOD WITH 10d AT 4"AT EDGE, 10d AT 12"FIELD NAILING) 736 PLF/1032 PLF MULTIPLY VALUES BY TWO IF SHEATHING <br /> SW3(15/32"PLYWOOD WITH 10d AT 3"AT EDGE, 10d AT 12"FIELD NAILING) 960 PLF/1344PLF APPLIED ON BOTH SIDES <br /> SW2(15/32"PLYWOOD WITH 10d AT 2"AT EDGE, 10d AT 12"FIELD NAILING) 1232 PLF/1724 PLF <br /> UNBLOCKED FLOOR DIAPHRAGM LRFD CAPACITY(SEISMIC/WIND) COMMENT . <br /> 15/32"PLYWOOD WITH 8d AT 6"AT EDGE, 8d AT 12"FIELD NAILING 368 PLF/516 PLF SPDWS TABLE 4.2B <br /> 15/32"PLYWOOD WITH 10d AT 6"AT EDGE, 10d AT 12"FIELD NAILING 408 PLF/572 PLF <br /> 19/32"PLYWOOD WITH 10d AT 6"AT EDGE, 10d AT 12"FIELD NAILING 456 PLF/640 PLF <br /> SIMPSON'S FLOOR STRAP LRFD CAPACITY(SEISMIC/WIND) COMMENT <br /> CS18 1916 LBS/2190 LBS 12"END LENGTH <br /> CS16 2363 LBS/2700 LBS 14"END LENGTH <br /> CS14 3487 LBS/3985 LBS 20"END LENGTH <br /> CMSTC16 6236 LBS/7336 LBS 26"END LENGTH <br /> CMSTC14 9086 LBS/10384 LBS 36"END LENGTH <br /> SIMPSON'S HOLDOWN LRFD CAPACITY(SEISMIC/WIND) COMMENT <br /> HDU2 4305 LBS/4920 LBS <br /> HDU4 6391 LBS/7304 LBS <br /> HDU5 7905 LBS/9032 LBS <br /> HDUB 8372 LBS/9568 LBS <br /> LSTHD8/LSTHD8RJ AT 6"STEMWALL 2730 LBS/3120 LBS CRACKED CONCRETE(CORNER CONDITION) <br /> STHD10/STH1 ORJ AT 6"STEMWALL 3700 LBS/4224 LBS CRACKED CONCRETE(CORNER CONDITION) <br /> STHD14/STHD14RJ AT 6"STEMWALL 5173 LBS/5912 LBS CRACKED CONCRETE(CORNER CONDITION) <br /> LSTHD8/LSTHD8RJ AT 8"STEMWALL 2730 LBS/3120 LBS CRACKED CONCRETE(CORNER CONDITION) <br /> STHD10/STH1 ORJ AT AT 8"STEMWALL 4116 LBS/4700 LBS CRACKED CONCRETE(CORNER CONDITION) <br /> STHD14/STHD14RJ AT AT 8"STEMWALL 5340 LBS/6100 LBS CRACKED CONCRETE(CORNER CONDITION) <br /> SIMPSON'S ANCHOR BOLT FOR SHEARWALL HOLDOWNS LRFD CAPACITY(SEISMIC/WIND) COMMENT <br /> SSTB16(5/8"DIAMETER,12 5/8"MIN.EMBED.,6"STEMWALL) 3570 LBS/5776 LBS 2500 PSI MIN.CONCRETE(CORNER CONDITION) <br /> SSTB20(5/8"DIAMETER, 16 5/8"MIN.EMBED.,6"STEMWALL) 4403 LBS/6464 LBS 1 3/4"MIN.EDGE DISTANCE <br /> SB 5/8"X24(5/8"DIAMETER,18"MIN.EMBED.,6"STEMWALL) 8022 LBS/10680 LBS <br /> SB 7/8"X24(7/8"DIAMETER,18"MIN.EMBED.,8"STEMWALL) 10997 LBS/14968 LBS <br /> SB 1"X30(1"DIAMETER,24"MIN.EMBED.,8"STEMWALL) 11640 LBS/15848 LBS <br /> (---- <br /> 7? <br />