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1800 VV Ashton Blvd.vi ' <br /> Lehi, UT €4043 <br /> Structural Group <br /> J.Matthew Walsh,PE Kirk M. Nelson, SE Samuel Brown, PE-Civil <br /> DirectaroiEngineering Structural Engineering Structural Engineering <br /> James.walsh@vivintsolar com kirk.nelson@vivintsolar.com sam.bmwn@vivintsolar.com <br /> Structural Analysis Report <br /> Project Address Date: August 30,2019 <br /> Myrbel Residence <br /> 38452 12th Ave <br /> Zephyrhills,FL <br /> S-6186463 <br /> Residence <br /> Roof Area 3327 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 46.590501 <br /> Longitude -112.023922 <br /> Site Class D <br /> Risk Category II <br /> Seismic Parameters <br /> SS= 0.561 g 0.2 sec Spectral Response Acceleration <br /> S1 = 0.161 g 1.0 sec Spectral Response Acceleration <br /> Fa= 1.351 g Site Coefficient from ASCE 7-10,Table 11.4-1 <br /> Fv= 2.155 Site Coefficient from ASCE 7-10,Table 11.4-2 <br /> SDS= 0.505 g Short Period Design Spectral Acceleration <br /> SD1 = 0.231 g 1 Second Period Design Spectral Acceleration <br /> Wind Parameters <br /> Wind Speed 145 mph <br /> Exposure Category D <br /> Roof Angle, 0 12.0 deg <br /> Product Information <br /> No.of Panels 26P�tHEW sryq � <br /> Weight 2.59 psf including mounting system <br /> Installed Area 457.2 ft2 N 84 3 ( y <br /> No.of Connectors 47 <br /> STATE OF ; <br /> l; 0tORID <br /> . <br /> ONAI 1��\\\8/30/2019 <br /> II <br /> Page 1 of 3 v'v' ® <br /> ' <br />