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viv' `_ 1800 W Ashton Blvd. <br /> ® -- - `= Lehi, UT 84043 <br /> Structural Group <br /> J. Matthew Walsh, PE Samuel Brown, PE-Civil <br /> Senior Structural Engineering Manager Sfructural Engineering <br /> james.walsli@vivintsolar.com sam.brown@vivintsolar.com <br /> Structural Analysis Report <br /> Project Address Date: May 2,2019 <br /> Beatty Residence <br /> 6671 Wagon Trail St <br /> Zephyrhills,FL <br /> S-6099087 <br /> Residence <br /> Roof Area 1865 sf <br /> Upper Floor Area 1399 sf <br /> Number of Stories 2 <br /> Type of Construction Wood-Framed with Rated shear panels <br /> Mean Roof height 25 ft <br /> Upper Floor height loft <br /> Location Parameters <br /> Latitude 33.841 <br /> Longitude -117.85 <br /> Site Class D <br /> Risk Category II <br /> Seismic Parameters <br /> SS= 1.50 g 0.2 sec Spectral Response Acceleration _ <br /> S1 = 0.55 g 1.0 sec Spectral Response Acceleration <br /> Fa= 1.0 Site Coefficient from ASCE 7-10,Table 11.4-1 <br /> Fv= 1.5 Site Coefficient from ASCE 7-10,Table 11.4-2 <br /> SDs = 1.00 g Short Period Design Spectral Acceleration <br /> SDt = 0.55 g 1 Second Period Design Spectral Acceleration <br /> Wind Parameters <br /> Wind Speed 145 mph <br /> Exposure Category D <br /> Roof Angle, 0 20.0 deg <br /> Product Information <br /> No.of Panels 37 <br /> Weight 2.59 psf including mounting system <br /> Installed Area 650.6 ft2 <br /> No.of Connectors 49 <br /> 5/2/2019 <br /> Page 1 of 3 'v' _ _ <br />