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Date :1/29/2024 <br />Job Code: PEGGY SHACKELFORD RP <br />6 of 7 <br />Framing Check (Pre Install vs Post Install): <br />ROOF 1 pre: 1.0D + 1.0L :21 psf <br />ROOF 1 post: 1.0D + 1.0L :9 psf <br />ROOF 1 % Increase -56 %<5%OK <br />ROOF 2 pre: 1.0D + 1.0L :23 psf <br />ROOF 2 post: 1.0D + 1.0L :12 psf <br />ROOF 2 % Increase -46 %<5%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 />1472 ft^2 <br />25024 lbs <br />6 psf <br />1995 ft^2 <br />11861 lbs <br />44 lbs <br />20 <br />889 lbs <br />%increase = (Wexisting + Wadditional) / Wexisting =OK <br />Limits of Scope of Work and Liability <br />2.41% <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 />1222 S Sycamore St - <br />201824905/3/2024