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l <br /> DocuSign Envelope ID:844804CB-5131 B-4752-A224-D203129E5E74 <br /> v'+�'n* t `' - -t- 1800 W Ashton Blvd. <br /> � :' + Lehi, UT 84043 <br /> Structural Group <br /> J.Matthew Walsh, PE Kirk M.Nelson, SE Samuel Brown,PE-Civil <br /> Director of Engineering Structure!Engtneefing Structural Engineering <br /> jam es.walsh@vivintsolar com kirk.nelson@vivintsolar.com sam.brown0vivinrsolar com <br /> Structural Analysis Report <br /> Project Address Date: November 27,2019 <br /> Myers Residence <br /> 7411 Applegate Dr <br /> Zephyrhills,FL <br /> S-6272357 <br /> Residence <br /> Roof Area 2347 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 28.264748 <br /> Longitude -82.17922 <br /> Site Class D <br /> Risk Category II <br /> Seismic Parameters <br /> SS= 0.068 g 0.2 sec Spectral Response Acceleration <br /> SI = 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 /> SDI = 0.056 g 1 Second Period Design Spectral Acceleration <br /> Wind Parameters <br /> Wind Speed 145 mph <br /> Exposure Category D <br /> Roof Angle,Q 24.0 deg <br /> Product Information �0\111111////�� <br /> No.of Panels 30 \����PgZHEW <br /> Weight 3.00 psf including mounting systemENSF <br /> Z �•' -' to � <br /> Installed Area 527.5 ft2 ` .s <br /> No.of Connectors 39 = * //r/' 84 23,{ +a <br /> STATE OF ; <br /> t% 0 , • `v <br /> /oNAL l`-1/27/2019 <br /> ��lIlIII1111\\ <br /> Page 1 of 3 v'v, t. <br />