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Date :3/21/2023 <br />Job Code: ANTHONY TOMICH <br />5 of 6 <br />All Roofs 0.9D + 1.0W (Up z2) : 284 lb-ft <548 lb-ft OK <br />Attachment Check (ASD): <br />All Roofs 1.0D + 0.6W : 216 lbs <907 lbs OK <br />All Roofs 1.0D + 0.75*[1.0S + 0.6W] : 172 lbs <907 lbs OK <br />All Roofs 1.0D + 1.0S : 40 lbs <907 lbs OK <br />All Roofs 0.6D + 0.6W (Up z1) : 270 lbs <512.5 lbs OK <br />All Roofs 0.6D + 0.6W (Up z2) : 407 lbs <512.5 lbs OK <br />Lag Screw Uplift Check (ASD): <br />All Roofs Lag Screw Withdrawl Value = 266 lbs 5/16 Dia. <br />All Roofs Lag Screw Penetration = 2.5 <br />All Roofs 0.6D + 0.6W (Up z1) : 270 lbs <665 lbs OK <br />All Roofs 0.6D + 0.6W (Up z2) : 407 lbs <665 lbs OK <br />Framing Check (ASD): <br />All Roofs uni 1.0D + 0.6W : 144 lb-ft <634 lb-ft OK <br />All Roofs uni 1.0D + 0.75*[1.0S + 0.6W] : 124 lb-ft <634 lb-ft OK <br />All Roofs uni 1.0D + 1.0S : 66 lb-ft <456 lb-ft OK <br />All Roofs uni 0.6D + 0.6W (Up z1) : 91 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 />6608 ft^2 <br />112336 lbs <br />7 psf <br />3360 ft^2 <br />22181 lbs <br />Total Roof Area = <br />Total Roof W =Existing Weight <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 />3428 S Saddleback <br />Ct08/09/23