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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 2 E-W Page: <br />SEISMIC LOAD <br />ρ =1.0 <br />Story Load 3.3 psf <br />Area SF Factor Load (lbs)WIND LOAD <br />1 160 1.0 532 Load Type L Worst Case Load Type R Worst Case <br />2 1540 1.0 5120 Load (plf)68 Load (plf)68 <br />3 150 1.0 499 Length L (ft.)8 Length R (ft.)32 <br />4 0 Load L (lbs.)509 Load R (lbs.)2136 <br />Total/2 = Seismic Load 3075 lbs.Total/2 = Wind Load 1322 lbs. <br />Line Load (lbs.)Offset Factor Adjust. Load Line Load (lbs.)Offset Factor Adjust. Load <br />0 0 0 0 0 0 <br />0 0 0 0 0 0 <br />0 0 0 0 0 0 <br />0 0 0 0 0 0 <br />Total Add. Load 0 Total Add. Load 0 <br />Total Seismic Load =3075 lbs.Total Wind Load =1322 lbs. <br />Segment 1 Total Shear <br />Length (ft.) <br />L 16 16 <br />H 14.5 <br />H/L Ratio 0.9 <br />Load Ratio 1.00 <br />Load E 3075 lbs. <br />Adj. Load E lbs.By Ratio <br />Load W 1322 lbs. <br />Adj. Load W 945 lbs.CBC 2306.3 <br />Unit Shear E 192 plf <br />Unit Shear W 59 plf <br />192 PLF USE #1 Shear Wall Capacity = 260 plf 4160 <br />OVERTURNING <br />OTM E 44589 #-ft. <br />OTM W 19175 #-ft. <br />Wall Weight 16 psf <br />Wall UDL 232 plf <br />Unif. DL 210 plf <br />Concen. DL lbs. <br />CDL loc.ft. <br />DL Moment 56576 #-ft. <br />DL Mom. E 27007 #-ft. <br />DL Mom. W 33946 #-ft. <br />Net OT E 17582 #-ft. <br />Net OT W -14771 #-ft. <br />UPLIFT <br />Uplift E 1099 lbs. <br />Add. Uplift E lbs. <br />Uplift W -923 lbs. <br />Add. Uplift W lbs. <br />Tot. Uplift E 1099 0 0 0 0 0 0 0 lbs. <br />-923 0 0 0 0 0 0 0 lbs. <br />1 <br />* - No HD required, by inspection <br />L-19