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Siesmic Loads Check <br />Roof DL 10 psf <br />Ext. Wall DL 18 psf <br />Areas (s <br />3405 40.9 kips <br />2334 42.0 kips <br />82.9 kips <br />Max additional Weight= 10%8.29 kips <br />1362 qft <br />6.08 psf Governs <br /> Solar Weight to use=psf OK <br />Limits of Scope of Work and Liability <br />The increase in global seismic Dead weight as a result of the solar system will be less than 10% of the existing <br />structure 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 plans <br />-Hiner Partners. 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 />Seismic Weight <br />6 <br />projects@evengineersnet.com <br />http://www.evengineersnet.com <br />1605 E 4th St - 101113848 and <br />20178713 <br />11/15/2023