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iv' _x 1800 NI Ashton Blvd.- Lehi, UT 94043 <br /> Structural Group <br /> J. Matthew Walsh,PE Kirk M. Nelson, SE Samuel Brown, PE-Cavil <br /> DkectoroiEngineering Structural Engineering Structural Engineering <br /> james.walsh@vivintsolar.com kirknelson@vivintsolar.com sam.brown@vivintsolar.com <br /> Structural Analysis Report <br /> Project Address Date: October 14,2019 <br /> Arango Residence <br /> 6720 Wagon Trail St <br /> Zephyrhills,FL <br /> 5-6230282 <br /> Residence <br /> Roof Area 2000 sf <br /> Upper Floor Area 1500 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 34.808537 <br /> Longitude -106.764733 <br /> Site Class D <br /> Risk Category II <br /> Seismic Parameters <br /> SS= 0.449 g 0.2 sec Spectral Response Acceleration <br /> SI = 0.131 g 1.0 sec Spectral Response Acceleration <br /> Fa= 1.441 g Site Coefficient from ASCE 7-10,Table 11.4-1 <br /> F,= 2.276 Site Coefficient from ASCE 7-10,Table 11.4-2 <br /> SDS= 0.431 g Short Period Design Spectral Acceleration <br /> SDI = 0.199 g 1 Second Period Design Spectral Acceleration <br /> Wind Parameters <br /> Wind Speed 145 mph <br /> Exposure Category D <br /> Roof Angle, 0 30.0 deg <br /> Product Information <br /> No.of Panels 25 \ P.��H E W <br /> Weight 2.59 psf including mounting system � ��c EHsF < <br /> Installed Area 439.6 ft <br /> No 84 <br /> No.of Connectors 33 * 3 <br /> Gtti'U ,tom + — <br /> ,r STATE OF <br /> S Ii�jO,�FS �tORIOP'-'G�����\ <br /> S�NAL10\\S0/14/2019 <br /> 111111 <br /> Page 1 of 3 <br />