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Date :12/1/2022 <br />Job Code: THOMAS NGUYEN <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) : 180 lbs <665 lbs OK <br />Roof 1 0.6D + 0.6W (Up z2) : 271 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) : 180 lbs <665 lbs OK <br />Roof 2 0.6D + 0.6W (Up z2) : 271 lbs <665 lbs OK <br />Framing Check (ASD): <br />Roof 1 uni 1.0D + 0.6W : 188 lb-ft <634 lb-ft OK <br />Roof 1 uni 1.0D + 0.75*[1.0S + 0.6W] : 168 lb-ft <634 lb-ft OK <br />Roof 1 uni 1.0D + 1.0S : 109 lb-ft <456 lb-ft OK <br />Roof 1 uni 0.6D + 0.6W (Up z1) : 65 lb-ft <634 lb-ft OK <br />Roof 2 uni 1.0D + 0.6W : 188 lb-ft <634 lb-ft OK <br />Roof 2 uni 1.0D + 0.75*[1.0S + 0.6W] : 168 lb-ft <634 lb-ft OK <br />Roof 2 uni 1.0D + 1.0S : 109 lb-ft <456 lb-ft OK <br />Roof 2 uni 0.6D + 0.6W (Up z1) : 65 lb-ft <634 lb-ft 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 />7056 ft^2 <br />119952 lbs <br />13 psf <br />3744 ft^2 <br />47180 lbs <br />46 lbs <br />32 <br />Total Roof Area = <br />Total Roof W =Existing Weight <br />PV Panel W = <br />Number of Panels = <br />Total Wall DL = <br />Total Wall Area = <br />Total Wall W =Existing Weight <br />Total Roof DL = <br />51 Rio Roble, San Jose, CA 95134 | 1-408-240-5500 <br />1931 W Deerefield <br />Rd - 2018034408/07/23