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Siesmic Loads Check <br />Roof Dead Load 10 psf <br />% or Roof with Pv 22.0% <br />Dpv and Racking 3 psf <br />Average Total Dead Load 10.7 psf <br />Increase in Dead Load 3.0%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 />-FELIPE SERRANO. 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 />1414 S Shelton St <br />12/2/2024