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Date :10/17/2023 <br />Job Code: DWI ATMOJO <br />6 of 7 <br />Framing Check (ASD): <br />Roof 1A/1B uni 1.0D + 0.6W :913 lb-ft <1357 lb-ft OK <br />Roof 1A/1B uni 1.0D + 0.75*[1.0S + 0.6W] :801 lb-ft <1357 lb-ft OK <br />Roof 1A/1B uni 1.0D + 1.0S :465 lb-ft <975 lb-ft OK <br />Roof 1A/1B uni 0.6D + 0.6W (Up z1) :411 lb-ft <1357 lb-ft OK <br />Roof 2 uni 1.0D + 0.6W :489 lb-ft <1357 lb-ft OK <br />Roof 2 uni 1.0D + 0.75*[1.0S + 0.6W] :429 lb-ft <1357 lb-ft OK <br />Roof 2 uni 1.0D + 1.0S :249 lb-ft <975 lb-ft OK <br />Roof 2 uni 0.6D + 0.6W (Up z1) :220 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 />3636 ft^2 <br />61812 lbs <br />7 psf <br />2544 ft^2 <br />17669 lbs <br />44 lbs <br />26 <br />1155 lbs <br />%increase = (Wexisting + Wadditional) / Wexisting =OK <br />Limits of Scope of Work and Liability <br />1.45% <br />The increase in weight as a result of the solar system is less than 10% of the existing structure and therefore no <br />further seismic analysis is required. <br />Total Roof Area = <br />Total Roof W =Existing Weight <br />PV Panel W = <br />Number of Panels = <br />Total PV W =Additional 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 />2621 S Glenarbor St - <br />201821343/6/2024