Laserfiche WebLink
• <br /> Langford Residence 7 <br /> 7507 E Heather Way <br /> Structural Calculations <br /> Roof Diaphragm Loads: <br /> Wtroof Max roof diaphragm load atgable ends <br /> Roof,:_ =232 (pit) <br /> 2•wb <br /> Wtroof Max diaphragm bads alongeaves If) <br /> Roof :_ 2-lb = 121 {p <br /> AWC Special Design Provisions for Wind and Seismic <br /> Any sheathing grade is adequate to resist diaphragm shear: minimum 5/16"w/6d nails at 6" <br /> o.c.OK for 235 plf.Therefore existing sheathing OK by inspection. <br /> By:J. Conner, PE, SE Langford Structural Calcs.xmcd <br /> 2/26/2020 <br /> c\ 1\2 <br />