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Date :12/12/2022 Job Code: KATHRYN WILSON 5 of 7 Module Check: Roof 1 Down = 16 psf <75 psf OK Roof 1 Up z1 = 18 psf <75 psf OK Roof 1 Up z2 = 23 psf <75 psf OK Roof 2 Down = 16 psf <75 psf OK Roof 2 Up z1 = 18 psf <75 psf OK Roof 2 Up z2 = 23 psf <75 psf OK Rail Check (LRFD): Roof 1 1.4D : 4 lb-ft <548 lb-ft OK Roof 1 1.2D + 1.6S + 0.5W : 13 lb-ft <548 lb-ft OK Roof 1 1.2D + 0.5S + 1.0W : 23 lb-ft <548 lb-ft OK Roof 1 0.9D + 1.0W (Up z1) : 33 lb-ft <548 lb-ft OK Roof 1 0.9D + 1.0W (Up z2) : 44 lb-ft <548 lb-ft OK Roof 2 1.4D : 4 lb-ft <548 lb-ft OK Roof 2 1.2D + 1.6S + 0.5W : 13 lb-ft <548 lb-ft OK Roof 2 1.2D + 0.5S + 1.0W : 23 lb-ft <548 lb-ft OK Roof 2 0.9D + 1.0W (Up z1) : 33 lb-ft <548 lb-ft OK Roof 2 0.9D + 1.0W (Up z2) : 44 lb-ft <548 lb-ft OK Attachment Check (ASD): Roof 1 1.0D + 0.6W : 89 lbs <803 lbs OK Roof 1 1.0D + 0.75*[1.0S + 0.6W] : 71 lbs <803 lbs OK Roof 1 1.0D + 1.0S : 18 lbs <803 lbs OK Roof 1 0.6D + 0.6W (Up z1) : 122 lbs <803 lbs OK Roof 1 0.6D + 0.6W (Up z2) : 162 lbs <803 lbs OK Roof 2 1.0D + 0.6W : 89 lbs <803 lbs OK Roof 2 1.0D + 0.75*[1.0S + 0.6W] : 71 lbs <803 lbs OK Roof 2 1.0D + 1.0S : 18 lbs <803 lbs OK Roof 2 0.6D + 0.6W (Up z1) : 122 lbs <803 lbs OK Roof 2 0.6D + 0.6W (Up z2) : 162 lbs <803 lbs OK Lag Screw Uplift Check (ASD): 51 Rio Roble, San Jose, CA 95134 | 1-408-240-5500 2202 N Santiago St 01/25/23