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DocuSign Envelope ID:5EC95E44-6CEC-43AA-90CC-FB0976F'12A5F ' <br /> ®S%o I a�� 1800 IN Ashton Blvd. <br /> vrivi nLehi, UT 84043 <br /> A sunrun COMPANY <br /> J.Matthew Walsh, PE Kirk M.Nelson, SE Samuel Brown,PE- Civil <br /> Director of Engineering Structural Engineering Structural Engineering <br /> james.walsh@summn.com kirk.nelson@sunrun.com sam.brown@sunrun.com <br /> November 24,2020 <br /> Re: Structural Engineering Services <br /> Stehlin Structure <br /> 35599 Stella Vast Dr, Zephyrhills, FL <br /> S-6506389; CAD Version: 3; FL-01 <br /> To Whom It May Concern: <br /> We have reviewed the following information regarding solar panel installation on the roof of the above referenced <br /> structure: <br /> 1. Site visit by a representative from our office under my supervision identifying specific interior and <br /> exterior site information including the condition of the existing roof system and the size, spacing, and <br /> condition of existing structural framing members. Information gathered during the site visit includes <br /> photographs, sketches, and verification forms. <br /> 2. Design drawings of the proposed PV System layout, including details to mount the new solar panels to <br /> the existing roof. <br /> Based on the above information, we have evaluated the structural capacity of the existing roof system to support <br /> the additional loads imposed by the solar panels and have the following comments related to our review and <br /> evaluation: <br /> A. Description of Structure: <br /> The existing structure has typical wood framing construction with a maximum of two layers of composite shingle <br /> roofing. All wood material utilized for the roof system is assumed to be Southern Pine#2 or better with standard <br /> construction components. The designed areas of the home consist of the following framing methods: <br /> • Roof Section: Prefabricated trusses at 24" on center. Survey photos indicate that there was free access <br /> to verify the framing size and spacing. <br /> B. Loading Criteria <br /> 14.66 PSF= Dead Load (roofing/framing) <br /> 3.00 PSF= Dead Load (solar panels/mounting hardware) <br /> 17.66 PSF=Total Dead Load <br /> 20 PSF= Roof Live Load (based on local requirements) <br /> Wind speed of 145 mph (based on Exposure Category D-the total area subject to wind uplift is calculated for the <br /> Interior, Edge, and Corner Zones of the dwelling.) <br /> C.Solar Panel Anchorage <br /> 1. Installation shall proceed in accordance with the applicable guidelines and recommendations indicated below. <br /> If, during solar panel installation, the roof framing members appear unstable or deflect non-uniformly, our office <br /> should be notified before proceeding with the installation. <br /> • SnapNrack Installation Manual,which can be found on the SnapNrack website(https://snapnrack.com). <br /> 2. The solar panels are 11/" thick. At no time will the panels be mounted higher than 10" above the existing <br /> surface of the roof. <br /> vnvi ,Bolan <br /> Page 1 of A 54,if81-I1 n COMPANY <br />