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s <br /> 4. ,�_;� 1 Y�i 1800 W Ashton Blvd. <br /> �/ �ivin -=;r ., : i Lehi, UT 84043 <br /> Structural Group <br /> J. Matthew Walsh,PE Samuel Brown, PE-Civil <br /> Senior Structural Engrrx-erPng Manager Structural Engineering <br /> james.walsh@vivintsolar.com sam.brown@vivintsolar.com <br /> Structural Analysis Report <br /> Project Address Date: July 27,2019 <br /> Eads Residence <br /> 5905 18th St <br /> Zephyrhills,FL <br /> S-6170068 <br /> Residence <br /> Roof Area 3609 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 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 /> SI = 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 /> SDI = 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 18.7 deg <br /> Product Information <br /> No.of Panels 47 �� <br /> Weight 2.59 psf including mounting system V%c E k SF < <br /> �•' tS' <br /> Installed Area 826.4 ft2 S <br /> * Ng 84 2� <br /> No.of Connectors 62 <br /> =�p STATE OF <br /> l� 0 ,• �, <br /> SOWAL \\\7/27/2019 <br /> 1/1111/1 <br /> Page 1 of 3 <br />