Laserfiche WebLink
JOB NAME:JOB NO:SHEET NO: <br />ADDRESS:ENGINEER:DATE: <br />v.1.5 <br />SW-A (R) <br />Left <br />9.6 ft Half way to (E)SW <br />134.0 plf <br />878.5 lbf 28 /41= 68% <br />Right <br />10.0 ft Half way to (E)SW <br />134.0 plf <br />719.0 lbf 22 /41= 54% <br />1597.5 lbf H/LSW=1.00 OK <br />8.0 ft <br />200.0 plf Use:280 lbs 0.71 OK <br />Holdown <br />Wall Length =8.0 ft 0 lbs <br />Wall height = 8.0 ft <br />UpLift = 1707.0 lbf Use:1845 lbs 0.93 OK <br />Use Hardy Frame (2)2490 lbs 0.64 OK <br />Along Transverse Direction (Opposite Roof Ridge or Up to Down Direction) <br />HDU8 EPOXY <br />HFX-12X78 STD <br />Uplift From Upper Level <br />10(280) <br />8/21/2024 <br />Seismic and Wind Design - Shear Wall Design(L) <br />Per 2022 California Building Code, Chapter 16 and ASCE 7-16 <br />Tributary Width = <br />Lateral Load = <br />Lateral Force =Reduce tributary ratio = <br />Total Lateral Force = <br />Total Shear Wall Length = <br />Tributary Width = <br />Lateral Load = <br />Lateral Force =Reduce tributary ratio = <br />PRIVATE RESIDENCE 2024-024 <br />410 E Virginia Ave , Santa Ana , CA 92706 L.L. <br />Shear Force per feet = <br />10 410 E Virginia Ave <br />12/16/2024