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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 />SEISMIC LOAD <br />ρ =1.0 <br />Story Load 3.3 psf <br />Area SF Factor Load (lbs)WIND LOAD <br />1 150 1.0 499 Load Type L Worst Case Load Type R Worst Case <br />2 1550 1.0 5153 Load (plf)68 Load (plf)68 <br />3 0 Length L (ft.)50 Length R (ft.)9 <br />4 0 Load L (lbs.)3391 Load R (lbs.)610 <br />Total/2 = Seismic Load 2826 lbs.Total/2 = Wind Load 2001 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 =2826 lbs.Total Wind Load =2001 lbs. <br />Segment 1 2 Total Shear <br />Length (ft.) <br />L 12 14 26 <br />H 9.5 9.5 <br />H/L Ratio 0.8 0.7 <br />Load Ratio 0.46 0.54 <br />Load E 1304 1522 lbs. <br />Adj. Load E lbs.By Ratio <br />Load W 923 1077 lbs. <br />Adj. Load W 660 769 lbs.CBC 2306.3 <br />Unit Shear E 109 109 plf <br />Unit Shear W 55 55 plf <br />109 PLF USE #1 Shear Wall Capacity = 260 plf 6760 <br />OVERTURNING <br />OTM E 12390 14455 #-ft. <br />OTM W 8772 10234 #-ft. <br />Wall Weight 16 16 psf <br />Wall UDL 152 152 plf <br />Unif. DL 15 15 plf <br />Concen. DL lbs. <br />CDL loc.ft. <br />DL Moment 12024 16366 #-ft. <br />DL Mom. E 5740 7812 #-ft. <br />DL Mom. W 7214 9820 #-ft. <br />Net OT E 6650 6642 #-ft. <br />Net OT W 1557 414 #-ft. <br />UPLIFT <br />Uplift E 554 474 lbs. <br />Add. Uplift E lbs. <br />Uplift W 130 30 lbs. <br />Add. Uplift W lbs. <br />Tot. Uplift E 554 474 0 0 0 0 0 0 lbs. <br />130 30 0 0 0 0 0 0 lbs. <br />**** <br />* - No HD required, by inspection <br />L-10