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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 B N-S Page: <br />SHEAR <br />Shear E 2826 Net shear to segments, non-adjusted for segment ratio <br />Segment Adj. Shear E 2826 Segment-adjusted shear per NDS 4.3.4 <br />Adjust. Shear E 2826 overall H/L ratio of Force-Transfer Shear Wall <br />Shear W 2001 Net shear to segments, non-adjusted per CBC 2306.3 <br />Adjust. Shear W 1429 Adjusted shear value per CBC 2306.3 <br />Total Perforated Overall <br />12.0 4.5 14.0 31 26 0.5 <br />H above 5 ft.E W Maximum <br />v 93 47 plf Strap Force 224 lbs. <br />H opening 9.5 ft.Shear 109 plf <br />192 97 lbs. <br />H below 0 ft.Use CS16 strap <br />v'109 55 plf Use #1 Shear Wall <br />Total Height 14.5 ft. <br />Strap Force 2 224 114 lbs. <br />OVERTURNING UPLIFT <br />OTM E 40974 lb.-ft.Uplift E -455 lbs. <br />OTM W 29008 lb.-ft.Add. Uplift E lbs. <br />Wall Weight 16 psf Uplift W -1309 lbs. <br />Wall UDL 232 plf Add. Uplift W lbs. <br />Uniform DL 15 plf Tot. Uplift E -455 lbs. <br />-1309 lbs. <br />* <br />DL Moment W 68932 lb.-ft.* - No HD required, by inspection <br />Net OT E -13868 lb.-ft.** - See Perforated / Force-Transfer Shearwall calculation <br />Net OT W -39923 lb.-ft. <br />L-11