Laserfiche WebLink
Siesmic Loads Check <br />Roof Dead Load 10 psf <br />% or Roof with Pv 35.6% <br />Dpv and Racking 3 psf <br />Average Total Dead Load 11.1 psf <br />Increase in Dead Load 4.3%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 />FRANCOIS LINDSAY. 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 />471 W Alton Ave Unit# E- <br />101119111& 201826755/13/2024