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Date :12/1/2022 <br />Job Code: THOMAS NGUYEN <br />5 of 7 <br />Module Check: <br />Roof 1 Down = 16 psf <125 psf OK <br />Roof 1 Up z1 = 16 psf <75 psf OK <br />Roof 1 Up z2 = 23 psf <75 psf OK <br />Roof 2 Down = 16 psf <125 psf OK <br />Roof 2 Up z1 = 16 psf <75 psf OK <br />Roof 2 Up z2 = 23 psf <75 psf OK <br />Rail Check (LRFD): <br />Roof 1 1.4D : 10 lb-ft <548 lb-ft OK <br />Roof 1 1.2D + 1.6S + 0.5W : 36 lb-ft <548 lb-ft OK <br />Roof 1 1.2D + 0.5S + 1.0W : 63 lb-ft <548 lb-ft OK <br />Roof 1 0.9D + 1.0W (Up z1) : 84 lb-ft <548 lb-ft OK <br />Roof 1 0.9D + 1.0W (Up z2) : 126 lb-ft <548 lb-ft OK <br />Roof 2 1.4D : 10 lb-ft <548 lb-ft OK <br />Roof 2 1.2D + 1.6S + 0.5W : 36 lb-ft <548 lb-ft OK <br />Roof 2 1.2D + 0.5S + 1.0W : 63 lb-ft <548 lb-ft OK <br />Roof 2 0.9D + 1.0W (Up z1) : 84 lb-ft <548 lb-ft OK <br />Roof 2 0.9D + 1.0W (Up z2) : 126 lb-ft <548 lb-ft OK <br />Attachment Check (ASD): <br />Roof 1 1.0D + 0.6W : 144 lbs <1000 lbs OK <br />Roof 1 1.0D + 0.75*[1.0S + 0.6W] : 115 lbs <1000 lbs OK <br />Roof 1 1.0D + 1.0S : 26 lbs <1000 lbs OK <br />Roof 1 0.6D + 0.6W (Up z1) : 180 lbs <675 lbs OK <br />Roof 1 0.6D + 0.6W (Up z2) : 271 lbs <675 lbs OK <br />Roof 2 1.0D + 0.6W : 144 lbs <1000 lbs OK <br />Roof 2 1.0D + 0.75*[1.0S + 0.6W] : 115 lbs <1000 lbs OK <br />Roof 2 1.0D + 1.0S : 26 lbs <1000 lbs OK <br />Roof 2 0.6D + 0.6W (Up z1) : 180 lbs <675 lbs OK <br />Roof 2 0.6D + 0.6W (Up z2) : 271 lbs <675 lbs OK <br />Lag Screw Uplift Check (ASD): <br />51 Rio Roble, San Jose, CA 95134 | 1-408-240-5500 <br />1931 W Deerefield <br />Rd - 2018034408/07/23