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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 A 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 0 Load (plf)68 Load (plf)68 <br />3 0 Length L (ft.)0 Length R (ft.)9 <br />4 0 Load L (lbs.)0 Load R (lbs.)610 <br />Total/2 = Seismic Load 249 lbs.Total/2 = Wind Load 305 lbs. <br />Line Load (lbs.)Offset Factor Adjust. Load Line Load (lbs.)Offset Factor Adjust. Load <br />0 0 0 0 0.0 0 <br />0 0 0 0 0.0 0 <br />0 0 0 0 0.0 0 <br />0 0 0 0 0.0 0 <br />Total Add. Load 0 Total Add. Load 0 <br />Total Seismic Load =249 lbs.Total Wind Load =305 lbs. <br />Segment 1 Total Shear <br />Length (ft.) <br />L 15 15 <br />H 10 <br />Load Ratio 1.00 <br />Load E 249 lbs. <br />Adj. Load E lbs.By Ratio <br />Load W 305 lbs. <br />Adj. Load W 218 lbs.CBC 2306.3 <br />Unit Shear E 17 plf <br />Unit Shear W 15 plf <br />17 PLF USE #1 Shear Wall Capacity = 260 plf 3900 <br />OVERTURNING <br />OTM E 2493 #-ft. <br />OTM W 3052 #-ft. <br />Wall Weight 16 psf <br />Wall UDL 160 plf <br />Unif. DL 60 plf <br />Concen. DL lbs. <br />CDL loc.ft. <br />DL Moment 24750 #-ft. <br />DL Mom. E 11815 #-ft. <br />DL Mom. W 14850 #-ft. <br />Net OT E -9321 #-ft. <br />Net OT W -11798 #-ft. <br />UPLIFT <br />Uplift E -621 lbs. <br />Add. Uplift E lbs. <br />Uplift W -787 lbs. <br />Add. Uplift W lbs. <br />Tot. Uplift E -621 0 0 0 0 0 0 0 lbs. <br />-787 0 0 0 0 0 0 0 lbs. <br />* <br />* - No HD required, by inspection <br />L-9