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Date :11/9/2022 <br />Job Code: JEFFREY KAHN <br />5 of 6 <br />Rail Check (LRFD): <br />Roof 1 1.4D : 11 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 : 64 lb-ft <548 lb-ft OK <br />Roof 1 0.9D + 1.0W (Up z1) : 70 lb-ft <548 lb-ft OK <br />Roof 1 0.9D + 1.0W (Up z2) : 106 lb-ft <548 lb-ft OK <br />Attachment Check (ASD): <br />Roof 1 1.0D + 0.6W : 145 lbs <803 lbs OK <br />Roof 1 1.0D + 0.75*[1.0S + 0.6W] : 116 lbs <803 lbs OK <br />Roof 1 1.0D + 1.0S : 27 lbs <803 lbs OK <br />Roof 1 0.6D + 0.6W (Up z1) : 150 lbs <803 lbs OK <br />Roof 1 0.6D + 0.6W (Up z2) : 227 lbs <803 lbs OK <br />Lag Screw Uplift Check (ASD): <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) : 150 lbs <665 lbs OK <br />Roof 1 0.6D + 0.6W (Up z2) : 227 lbs <665 lbs OK <br />Framing Check (ASD): <br />Roof 1 uni 1.0D + 0.6W : 107 lb-ft <634 lb-ft OK <br />Roof 1 uni 1.0D + 0.75*[1.0S + 0.6W] : 93 lb-ft <634 lb-ft OK <br />Roof 1 uni 1.0D + 1.0S : 50 lb-ft <456 lb-ft OK <br />Roof 1 uni 0.6D + 0.6W (Up z1) : 51 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 />51 Rio Roble, San Jose, CA 95134 | 1-408-240-5500 <br />3202 S Center St <br />12/28/22