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Date :1/19/2023 <br />Job Code: LUISA SANCHEZ <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 :37 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 :146 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 :28 lbs <803 lbs OK <br />Roof 1 0.6D + 0.6W (Up z1) :149 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) : 149 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 :220 lb-ft <634 lb-ft OK <br />Roof 1 uni 1.0D + 0.75*[1.0S + 0.6W] :194 lb-ft <634 lb-ft OK <br />Roof 1 uni 1.0D + 1.0S :118 lb-ft <456 lb-ft OK <br />Roof 1 uni 0.6D + 0.6W (Up z1) :72 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 />1402 W Meriday Ln - <br />201816051/10/2024