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BETTER BUZZ SANTA ANA Level Name ROOF AL <br />AMOR ARCHITECTURE CORP.Level #1 Direction 1/28/2025 <br />J24373 Lateral Line C N-S Page: <br />SHEAR <br />Shear E 283 Net shear to segments, non-adjusted for segment ratio <br />Segment Adj. Shear E 339 Segment-adjusted shear per NDS 4.3.4 <br />Adjust. Shear E 283 overall H/L ratio of Force-Transfer Shear Wall <br />Shear W 1255 Net shear to segments, non-adjusted per CBC 2306.3 <br />Adjust. Shear W 896 Adjusted shear value per CBC 2306.3 <br />Total Perforated Overall <br />2.5 2.5 2.5 8 5 1.9 <br />H above 5 ft.E W Maximum <br />v 38 119 plf Strap Force 149 lbs. <br />H opening 6 ft.Shear 179 plf <br />47 149 lbs. <br />H below 3.5 ft.Use CS16 strap <br />v'57 179 plf Use #1 Shear Wall <br />Total Height 14.5 ft. <br />Strap Force 2 47 149 lbs. <br />OVERTURNING UPLIFT <br />OTM E 4097 lb.-ft.Uplift E 131 lbs. <br />OTM W 18192 lb.-ft.Add. Uplift E lbs. <br />Wall Weight 16 psf Uplift W 1904 lbs. <br />Wall UDL 232 plf Add. Uplift W lbs. <br />Uniform DL plf Tot. Uplift E 131 lbs. <br />1904 lbs. <br />2 <br />DL Moment W 3915 lb.-ft.* - No HD required, by inspection <br />Net OT E 983 lb.-ft.** - See Perforated / Force-Transfer Shearwall calculation <br />Net OT W 14277 lb.-ft. <br />L-13