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Date :6/6/2023 <br />Job Code: KRISTIN KARTUNEN <br />5 of 6 <br />All Roofs 0.9D + 1.0W (Up z2) : 130 lb-ft <548 lb-ft OK <br />Attachment Check (ASD): <br />All Roofs 1.0D + 0.6W : 149 lbs <907 lbs OK <br />All Roofs 1.0D + 0.75*[1.0S + 0.6W] : 119 lbs <907 lbs OK <br />All Roofs 1.0D + 1.0S : 28 lbs <907 lbs OK <br />All Roofs 0.6D + 0.6W (Up z1) : 211 lbs <512.5 lbs OK <br />All Roofs 0.6D + 0.6W (Up z2) : 279 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) : 211 lbs <665 lbs OK <br />All Roofs 0.6D + 0.6W (Up z2) : 279 lbs <665 lbs OK <br />Framing Check (ASD): <br />All Roofs uni 1.0D + 0.6W : 1207 lb-ft <1357 lb-ft OK <br />All Roofs uni 1.0D + 0.75*[1.0S + 0.6W] : 1072 lb-ft <1357 lb-ft OK <br />All Roofs uni 1.0D + 1.0S : 667 lb-ft <975 lb-ft OK <br />All Roofs uni 0.6D + 0.6W (Up z1) : 612 lb-ft <1357 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 />1328 ft^2 <br />22576 lbs <br />10 psf <br />1720 ft^2 <br />17106 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 />2105 N Poinsettia <br />St08/28/23