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SHEARWALL DESIGN TRUE TRUE <br />Fl. Type Story Shear Wall Type Wall Height <br />ROOF 6.62 psf Ext. 8.00 ft <br />FALSE TRUE TRUE TRUE TRUE <br />ROOF SW-03 <br />Total Shearwall Segments Σ Li ft 8.33 <br />Total Shearwall Length Ltot ft 13.33 <br />Percent Full-Height Sheathing % 62% <br />Total Area of Openings Ao ft2 22.50 <br />Sheathing Area Ratio 0.75 <br />Shear Capacity Adjustment Factor 0.80 <br />Shear Trib. Width ft 17.0 <br />Line Trib. Length ft 30.0 <br />Shortest Panel if Less than H/2 ft 4.0 <br />Line Total Shear V lbs 3,374.2 <br />Line Unit Shear V / (Σ Li x Co)plf 509.3 x 4 ft / 4 ft =509.3 pdf <br />v = 653 plf (1-Side 15/32'' Str. I w/ 10d Common Nails @ 2''-6''-12'' O.C.) <br />ROOF DL Trib. Width ft - - - <br />Ceiling DL Trib. Width ft - - - <br />Wall Height ft 8.0 <br />Wall Dead Load plf 144.0 <br />Uplift Force (Demand)lbs 3,714.3 <br />Holdown Type HDU5 <br />Uplift Force (Capacity)lbs 4,253 <br />75% Wood Shearwall 10d 4 <br />LINE A PERFORATED <br /> <br /> <br />iLh <br />oA1 <br />1r <br /> <br /> <br /> <br /> <br />i <br />tot <br />o L <br />L <br />2r3 <br />rC <br /> <br />ioLC <br />VhT <br />01-23 602 S Genoa Dr 1-Story_R3.xls, Shearwall Line A (Perf.) <br />Page 13