Laserfiche WebLink
BETTER BUZZ SANTA ANA Level Name ROOF AL <br />AMOR ARCHITECTURE CORP.Level #1 Direction 1/28/2025 <br />J24373 Lateral Line 3 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 />1 150 2.0 997 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.)7 Length R (ft.)16 <br />4 0 Load L (lbs.)475 Load R (lbs.)1085 <br />Total/2 = Seismic Load 499 lbs.Total/2 = Wind Load 780 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 =499 lbs.Total Wind Load =780 lbs. <br />Segment 1 Total Shear <br />Length (ft.) <br />L 8 8 <br />H 10 <br />H/L Ratio 1.3 <br />Load Ratio 1.00 <br />Load E 499 lbs. <br />Adj. Load E lbs.By Ratio <br />Load W 780 lbs. <br />Adj. Load W 557 lbs.CBC 2306.3 <br />Unit Shear E 62 plf <br />Unit Shear W 70 plf <br />70 PLF USE #1 Shear Wall Capacity = 260 plf 2080 <br />OVERTURNING <br />OTM E 4987 #-ft. <br />OTM W 7799 #-ft. <br />Wall Weight 16 psf <br />Wall UDL 160 plf <br />Unif. DL plf <br />Concen. DL lbs. <br />CDL loc.ft. <br />DL Moment 5120 #-ft. <br />DL Mom. E 2444 #-ft. <br />DL Mom. W 3072 #-ft. <br />Net OT E 2543 #-ft. <br />Net OT W 4727 #-ft. <br />UPLIFT <br />Uplift E 318 lbs. <br />Add. Uplift E lbs. <br />Uplift W 591 lbs. <br />Add. Uplift W lbs. <br />Tot. Uplift E 318 0 0 0 0 0 0 0 lbs. <br />591 0 0 0 0 0 0 0 lbs. <br />1 <br />* - No HD required, by inspection <br />L-20