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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 E N-S Page: <br />SHEAR <br />Shear E 1792 Net shear to segments, non-adjusted for segment ratio <br />Segment Adj. Shear E 2560 Segment-adjusted shear per NDS 4.3.4 <br />Adjust. Shear E 1792 overall H/L ratio of Force-Transfer Shear Wall <br />Shear W 1187 Net shear to segments, non-adjusted per CBC 2306.3 <br />Adjust. Shear W 848 Adjusted shear value per CBC 2306.3 <br />Total Perforated Overall <br />3.3 7.5 3.8 15 7 1.0 <br />H above 4.5 ft.E W Maximum <br />v 124 58 plf Strap Force 497 lbs. <br />H opening 10 ft.Shear 256 plf <br />430 204 lbs. <br />H below 0 ft.Use CS16 strap <br />v'256 121 plf Use #1 Shear Wall <br />Total Height 14.5 ft. <br />Strap Force 2 497 235 lbs. <br />OVERTURNING UPLIFT <br />OTM E 25982 lb.-ft.Uplift E 989 lbs. <br />OTM W 17208 lb.-ft.Add. Uplift E 1644 lbs. <br />Wall Weight 16 psf Uplift W 178 lbs. <br />Wall UDL 232 plf Add. Uplift W 1286 lbs. <br />Uniform DL plf Tot. Uplift E 2633 lbs. <br />1464 lbs. <br />** <br />DL Moment W 14633 lb.-ft.* - No HD required, by inspection <br />Net OT E 14340 lb.-ft.** - See Perforated / Force-Transfer Shearwall calculation <br />Net OT W 2575 lb.-ft. <br />L-16