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1800 W Ashton Blvd. <br /> V'v' 0 ; ', !r� Lehi, OJT 840M3 <br /> Structural Group <br /> J. Matthew Walsh, PE Samuel Brown,PE-Civil <br /> Senior Structural Engir&enng Manager Structural Engineering <br /> james.waish@vivinrsolarcom sam.brown@vivinrsolarcom <br /> Structural Analysis Report <br /> Project Address Date: May 13,2019 <br /> Powell Residence <br /> 6581 Wagon Trail St <br /> Zephyrhills,FL <br /> S-6110486 <br /> Residence <br /> Roof Area 2723 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 /> Sl = 0.55 g 1.0 sec Spectral Response Acceleration <br /> Fa= 1.0 Site Coefficient from ASCE 7-10,Table 11.4-1 <br /> F„= 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 27.0 deg <br /> Product Information <br /> No.of Panels 24 \����P.�'C H E W <br /> Weight 2.59 psf including mounting system <br /> Installed Area 422.0 ft2 S <br /> No.of Connectors 32 N 84 123 f <br /> p� STATE OF W i 0' • � � <br /> %NAL-�xxG�S/13/2019 <br /> 1I111111 <br /> Page 1 of 3 v' ® ' t. .; <br /> _ ;c <br />