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SEISMIC WEIGHT COMPARISON / ANALYSIS - (PER CEBC 2022 Part 10 Chapter 5 Section 502.5) <br />PV System Weight <br />Module Model Hanwha <br />Panel Weight W panel = 48.5 lbs <br />Number of Panels NPV = 16 <br />Total PV System Weight W PV = W panel * NPV =776 lbs <br />Existing Roof Weight <br />Roof Weight QD =10.0 psf <br />Building Length Lbuild =30 ft <br />Building Width W build =25 ft <br />Roof Area Abuild =750 ft2 <br />Building Perimeter Pbuild =110 ft <br />Wall Height ht =8 ft <br />Wall weight Qwall =15 psf <br />Interior wall weight Qint =10 psf <br />Roof Load W floor = Abuild * QD =7500 lbs <br />Wall Load wall = ht /2 * Qwall * Pbuild + Abuild * Qint /=10350 lbs <br />Total Story Weight W build = W floor + W wall =17850 lbs <br />Percentage Weight Increas WPV / Wbuild = 4.35% < 10% OKAY <br />315 E Stanford St - <br />201817961/30/2024