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Siesmic Loads Check <br />Roof Dead Load 10 psf <br />% or Roof with Pv 26.00% <br />Dpv and Racking 3 psf <br />Average Total Dead Load 10.8 psf <br />Increase in Dead Load 3.5%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 <br />and 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 <br />plans -RUBEN VELASCO. The analysis was according to applicable building codes, professional engineering <br />and design experience, opinions and judgments. The calculations produced for this structure's assessment <br />are only for the proposed solar panel installation referenced in the stamped plan set and were made <br />according to generally recognized structural analysis standards and procedures. <br />projects@evengineersnet.com <br />http://www.evengineersnet.com <br />HISTORIC-526 S <br />Ross St3/21/2025