Laserfiche WebLink
BETTER BUZZ SANTA ANA Level Name ROOF AL <br />AMOR ARCHITECTURE CORP.Level #1 Direction 1/28/2025 <br />J24373 Lateral Line E 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 1540 1.0 5120 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.)50 <br />4 0 Load L (lbs.)0 Load R (lbs.)3391 <br />Total/2 = Seismic Load 2560 lbs.Total/2 = Wind Load 1695 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 =2560 lbs.Total Wind Load =1695 lbs. <br />Segment 1 2 3 Total Shear <br />Length (ft.) <br />L 3.25 3.75 3 10 <br />H 10 10 10 <br />H/L Ratio 3.1 2.7 3.3 <br />Load Ratio 0.33 0.38 0.30 <br />Load E 832 960 768 lbs. <br />Adj. Load E 1280 1280 1280 lbs.By Ratio <br />Load W 551 636 509 lbs. <br />Adj. Load W 394 454 363 lbs.CBC 2306.3 <br />Unit Shear E 394 341 427 plf <br />Unit Shear W 121 121 121 plf <br />427 PLF USE #3 Shear Wall Capacity = 490 plf 4900 <br />OVERTURNING <br />OTM E 8319 9599 7679 #-ft. <br />OTM W 5510 6358 5086 #-ft. <br />Wall Weight 16 16 16 psf <br />Wall UDL 160 160 160 plf <br />Unif. DL plf <br />Concen. DL lbs. <br />CDL loc.ft. <br />DL Moment 845 1125 720 #-ft. <br />DL Mom. E 403 537 344 #-ft. <br />DL Mom. W 507 675 432 #-ft. <br />Net OT E 7916 9062 7336 #-ft. <br />Net OT W 5003 5683 4654 #-ft. <br />UPLIFT <br />Uplift E 2436 2417 2445 lbs. <br />Add. Uplift E lbs. <br />Uplift W 1539 1515 1551 lbs. <br />Add. Uplift W lbs. <br />Tot. Uplift E 2436 2417 2445 0 0 0 0 0 lbs. <br />1539 1515 1551 0 0 0 0 0 lbs. <br />****** <br />* - No HD required, by inspection <br />L-15