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Date :12/13/2023 <br />Job Code: JOHANA ARITA <br />6 of 7 <br />Framing Check (ASD): <br />ROOF 1 uni 1.0D + 0.6W :2134 lb-ft <3247 lb-ft OK <br />ROOF 1 uni 1.0D + 0.75*[1.0S + 0.6W] :1857 lb-ft <3247 lb-ft OK <br />ROOF 1 uni 1.0D + 1.0S :1025 lb-ft <2334 lb-ft OK <br />ROOF 1 uni 0.6D + 0.6W (Up z1) :321 lb-ft <3247 lb-ft OK <br />ROOF 2/3 uni 1.0D + 0.6W :157 lb-ft <634 lb-ft OK <br />ROOF 2/3 uni 1.0D + 0.75*[1.0S + 0.6W] :137 lb-ft <634 lb-ft OK <br />ROOF 2/3 uni 1.0D + 1.0S :78 lb-ft <456 lb-ft OK <br />ROOF 2/3 uni 0.6D + 0.6W (Up z1) :63 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 />1584 ft^2 <br />26928 lbs <br />7 psf <br />2408 ft^2 <br />15868 lbs <br />44 lbs <br />21 <br />933 lbs <br />%increase = (Wexisting + Wadditional) / Wexisting =OK <br />Limits of Scope of Work and Liability <br />2.18% <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 />2990 S Bradford Pl Unit# F- <br />101118790 & 201824634/29/2024