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DocuSign Envelope ID:256E2782-CA2A-409B-95F8-A15DO8B51768 <br /> vDan� 1800 VV Ashton Blvd. <br /> V t. s r <br /> Structural Group Lehi, U3 803 <br /> J.Mafthew Walsh, PE Kirk M.Nelson,SE Samuel Brown,PE-Civil <br /> Dker.tor of Engineering Structural Engineering Structure!Engineering <br /> james.walsh@vivintsolarcom kirknelson@vivinmlar.com sam.hrownpvivinisolarcom <br /> Structural Analysis Report <br /> Project Address Date: November 25,2019 <br /> Carley Residence <br /> 38550 Camden Ave <br /> Zephyrhills,FL <br /> S-6266713 <br /> Residence <br /> Roof Area 2234 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 28.265125 <br /> Longitude -82.17829 <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 /> i <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, 0 23.8 deg <br /> Product Information <br /> No.of Panels 18 \\\\\�.c'(VAE W ���///' <br /> Weight 3.00 psf including mounting system \,ycE11SF-,<S <br /> Installed Area 316.5 ft2 N 843 (, y <br /> No.of Connectors 24 ` * <br /> ate+�� — <br /> =�'� STATE OF <br /> �jO�F� <br /> IONAL ��G l`1/25/2019 <br /> /lllill1lo <br /> � <br /> Page 1 of 3 � � � if <br />