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Siesmic Loads Check <br />Roof Dead Load 10 psf <br />% or Roof with Pv 18% <br />Dpv and Racking 3 psf <br />Average Total Dead Load 10.6 psf <br />Increase in Dead Load 2.2%OK <br />Limits of Scope of Work and Liability <br />The increase in seismic Dead weight as a result of the solar system is less than 10% of the existing structure and <br />therefore no further seismic analysis is required. <br />We have based our structural capacity determination on information in pictures and a drawing set titled PV plans - <br />COLIN WATERSON. The analysis was according to applicable building codes, professional engineering and design <br />experience, opinions and judgments. The calculations produced for this Structure's assessment are only for the <br />proposed solar panel installation referenced in the stamped plan set and were made according to generally <br />recognized structural analysis standards and procedures. <br />projects@evengineersnet.com <br />http://www.evengineersnet.com <br />2329 N Fairmont Ave - <br />201821764/3/2024