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Date :12/12/2022 <br />Job Code: KATHRYN WILSON <br />6 of 7 <br />Roof 1 Lag Screw Withdrawl Value = 266 lbs 5/16 Dia. <br />Roof 1 Lag Screw Penetration = 2.5 <br />Roof 1 0.6D + 0.6W (Up z1) : 122 lbs <665 lbs OK <br />Roof 1 0.6D + 0.6W (Up z2) : 162 lbs <665 lbs OK <br />Roof 2 Lag Screw Withdrawl Value = 266 5/16 Dia. <br />Roof 2 Lag Screw Penetration = 2.5 <br />Roof 2 0.6D + 0.6W (Up z1) : 122 lbs <665 lbs OK <br />Roof 2 0.6D + 0.6W (Up z2) : 162 lbs <665 lbs OK <br />Framing Check (ASD): <br />Roof 1 uni 1.0D + 0.6W : 1024 lb-ft <1966 lb-ft OK <br />Roof 1 uni 1.0D + 0.75*[1.0S + 0.6W] : 897 lb-ft <1966 lb-ft OK <br />Roof 1 uni 1.0D + 1.0S : 514 lb-ft <1413 lb-ft OK <br />Roof 1 uni 0.6D + 0.6W (Up z1) : 649 lb-ft <1966 lb-ft OK <br />Roof 2 uni 1.0D + 0.6W : 1267 lb-ft <1966 lb-ft OK <br />Roof 2 uni 1.0D + 0.75*[1.0S + 0.6W] : 1124 lb-ft <1966 lb-ft OK <br />Roof 2 uni 1.0D + 1.0S : 694 lb-ft <1413 lb-ft OK <br />Roof 2 uni 0.6D + 0.6W (Up z1) : 657 lb-ft <1966 lb-ft OK <br />Framing Deflection Check (Service Level): <br />Roof 2 uni D + L : 0.691 in.<0.95 in.OK <br />Roof 2 uni W Up : 0.499 in.<0.72 in.OK <br />Roof 2 uni W Down : 0.266 in.<0.72 in.OK <br />Roof 2 uni S : 0.000 in.<0.72 in.OK <br />Seismic Check: <br />Stucco 10.0 psf <br />2x4 Studs @ 16"2.0 psf <br />Gypsum 3.0 psf <br />Misc. (Insulation, etc.)2.0 psf <br />17 psf <br />1968 ft^2 <br />33456 lbs <br />Total Wall DL = <br />Total Wall Area = <br />Total Wall W =Existing Weight <br />51 Rio Roble, San Jose, CA 95134 | 1-408-240-5500 <br />2202 N Santiago St <br />01/25/23