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1800 W Ashton Blvd. <br /> Lehi, UT W43 <br /> Structural Group <br /> J. Matthew Walsh, PE Kirk M. Nelson, SE Samuel Brown, PE-Civil <br /> Director of Engineering Stnictwal Engineering Structural Engineering <br /> jame&walshGla walsh@vivintsolar.com kirknelson@vivintsolar.com sam.brown r_vivintsolar com <br /> Structural Analysis Report <br /> Project Address Date: December 26,2019 <br /> Dolinger Residence <br /> 38525 Camden Ave <br /> Zephyrhills,FL <br /> S-6286578 <br /> Residence <br /> Roof Area 1665 sf <br /> Upper Floor Area 0 sf <br /> Number of Stories 1 <br /> Type of Construction Wood-Framed with Rated shear panels <br /> Mean Roof height 15 ft <br /> Upper Floor height 0 ft <br /> Location Parameters <br /> Latitude 28.265135 <br /> Longitude -82.17869 <br /> Site Class D <br /> Risk Category II - <br /> Seismic Parameters <br /> SS= 0.068 g 0.2 sec Spectral Response Acceleration <br /> Sl = 0.035 g 1.0 sec Spectral Response Acceleration <br /> Fa= 1.600 g Site Coefficient from ASCE 7-10,Table 11.4-1 <br /> FV= 2.400 Site Coefficient from ASCE 7-10,Table 11.4-2 <br /> SDS= 0.073 g Short Period Design Spectral Acceleration <br /> SD1 = 0.056 g 1 Second Period Design Spectral Acceleration <br /> Wind Parameters <br /> Wind Speed 145 mph <br /> Exposure Category D <br /> Roof Angle, 0 22.0 deg, <br /> Product Information <br /> No.of Panels 21 \ P,�'C VA E W <br /> Weight 3.00 psf including mounting system �� '%c E N SF <br /> Installed Area 369.2 ft2 _� S <br /> No.of Connectors 28 * ', (,/1 <br /> r p STATE OF ; <br /> O�F• !c�OR1OP.•������ <br /> SS/DAIAL-� \� 2/26/2019 <br /> �/111111111\ <br /> Page 1 of 3 iv' <br />