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SHEARWALL DESIGN #REF! #REF! <br />Fl. Type Story Shear Wall Type <br />ROOF 2.16 psf Ext. 15.00 ft <br />2 <br />FALSE TRUE TRUE TRUE TRUE TRUE <br />ROOF SW-02 <br />Shearwall Length ft 7.42 <br />Total Shearwall Length ft 7.42 <br />Shear Trib. Width ft 24.0 <br />Line Trib. Length ft 31.0 <br />Line Total Length ft 31.0 <br />Line Total Shear lbs 1,607 <br />Line Unit Shear plf 217 x 8 ft / 7.42 ft = 218.9 plf <br />2 v = 510 plf (1-Side 15/32'' Str. I w/ 10d Common Nails @ 4''-6''-12'' O.C.) <br />Drag Length ft 6.0 <br />Drag Force lbs 648 <br />Strap Type MST27 <br />Roof DL Trib. Width ft 12.0 12.0 - <br />Ceiling DL Trib. Width ft 12.0 12.0 - <br />Wall Height ft - <br />Wall Dead Load plf - <br />Wall Shear Force lbs 1,607 <br />Uplift Force (Demand) lbs 3,283 <br />Holdown Type HDU5 <br />Uplift Force (Capacity) lbs 4,253 <br />Wall Height <br />LINE <br />100% Wood Shearwall 10d <br />35-24 UMIH Suite H_SANTA ANA_R0.xls, Shearwall Line 2. <br />Page 12 <br />800 N Tustin Ave Unit <br />#H1/23/2025