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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 />A <br />FALSE TRUE TRUE TRUE TRUE TRUE <br />ROOF SW-01 <br />Shearwall Length ft 19.67 <br />Total Shearwall Length ft 19.67 <br />Shear Trib. Width ft 24.0 <br />Line Trib. Length ft 61.5 <br />Line Total Length ft 61.5 <br />Line Total Shear lbs 3,188 <br />Line Unit Shear plf 162 <br />1 v = 340 plf (1-Side 15/32'' Str. I w/ 10d Common Nails @ 6''-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 - - - <br />Ceiling DL Trib. Width ft - - - <br />Wall Height ft - <br />Wall Dead Load plf - <br />Wall Shear Force lbs 3,188 <br />Uplift Force (Demand) lbs (269) <br />Holdown Type HDU4 <br />Uplift Force (Capacity) lbs 3,424 <br />Wall Height <br />LINE <br />100% Wood Shearwall 10d <br />35-24 UMIH Suite H_SANTA ANA_R0.xls, Shearwall Line A <br />Page 11 <br />800 N Tustin Ave Unit <br />#H1/23/2025