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c ' <br /> Current <br /> Renewa les <br /> Engineering <br /> 10/29/2020 <br /> Freedom Forever LLC <br /> 43445 Business Park Dr Suite 110 <br /> Temecula, CA 92590 <br /> Attn.:To Whom It May Concern <br /> re job: Trudeau, Margie <br /> 5625 23RD ST, <br /> ZEPHYRHILLS, FL, 33542 <br /> The following calculations are for the structural engineering design of the photovoltaic panels and are valid <br /> only for the structural info referenced in the stamped plan set.The verification of such info is the <br /> responsibility of others. <br /> After review, I certify that the roof structure has sufficient structural capacity for the applied PV loads. <br /> All mounting equipment shall be designed and installed per manufacturer's approved installation <br /> specifications. <br /> Design Criteria: <br /> Code: 2017 FL Building Code 6th Edition <br /> ASCE 7-10 <br /> Live Load: 20 psf <br /> Ult Wind Speed: 145 mph <br /> Exposure Cat: C <br /> Ground Snow: 0 psf Min Roof Snow: NA <br /> * ; No. 86008 ; <br /> Current Renewables Engineering Inc. <br /> Professional Engineer — .p STATE OF .•:�Qz-; <br /> info@currentrenewableseng.com %��,1�• 'c�0 R IOP•: <br /> Exp. 02/28/2021 <br /> 1960 Chicago Ave,Suite D15, Riverside,CA 92507 <br /> www.currentrenewableseng.com i 951.254.5655 <br /> INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE <br />