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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 />SEISMIC LOAD <br />ρ =1.0 <br />Story Load 3.3 psf <br />Area SF Factor Load (lbs)WIND LOAD <br />1 170 1.0 565 Load Type L Worst Case Load Type R Worst Case <br />2 0 Load (plf)68 Load (plf)68 <br />3 0 Length L (ft.)20 Length R (ft.)17 <br />4 0 Load L (lbs.)1356 Load R (lbs.)1153 <br />Total/2 = Seismic Load 283 lbs.Total/2 = Wind Load 1255 lbs. <br />Line Load (lbs.)Offset Factor Adjust. Load Line Load (lbs.)Offset Factor Adjust. Load <br />0 0 0 0 0.00 0 <br />0 0 0 0 0.00 0 <br />0 0 0 0 0.00 0 <br />0 0 0 0 0.00 0 <br />Total Add. Load 0 Total Add. Load 0 <br />Total Seismic Load =283 lbs.Total Wind Load =1255 lbs. <br />Segment 1 2 Total Shear <br />Length (ft.) <br />L 2.5 2.5 5 <br />H 6 6 <br />H/L Ratio 2.4 2.4 <br />Load Ratio 0.50 0.50 <br />Load E 141 141 lbs. <br />Adj. Load E 170 170 lbs.By Ratio <br />Load W 627 627 lbs. <br />Adj. Load W 448 448 lbs.CBC 2306.3 <br />Unit Shear E 68 68 plf <br />Unit Shear W 179 179 plf <br />179 PLF USE #1 Shear Wall Capacity = 260 plf 1300 <br />OVERTURNING <br />OTM E 848 848 #-ft. <br />OTM W 3764 3764 #-ft. <br />Wall Weight 16 16 psf <br />Wall UDL 96 96 plf <br />Unif. DL plf <br />Concen. DL lbs. <br />CDL loc.ft. <br />DL Moment 300 300 #-ft. <br />DL Mom. E 143 143 #-ft. <br />DL Mom. W 180 180 #-ft. <br />Net OT E 705 705 #-ft. <br />Net OT W 3584 3584 #-ft. <br />UPLIFT <br />Uplift E 282 282 lbs. <br />Add. Uplift E lbs. <br />Uplift W 1434 1434 lbs. <br />Add. Uplift W lbs. <br />Tot. Uplift E 282 282 0 0 0 0 0 0 lbs. <br />1434 1434 0 0 0 0 0 0 lbs. <br />**** <br />* - No HD required, by inspection <br />L-12