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® iv1 � 1800 W Ashton Blvd. <br /> • ` '�'' ' '�j Lehi, UT 84043 <br /> Structural Group <br /> J. Matthew Walsh, PE kirk M. Nelson, SE Samuel Brown, PE-Civil <br /> Director of Engineering Structural Engineering Structural Engineering <br /> james.waish@vivintsolar.com kirknelson@vivintsolar.com com sam.brown@viWntsolar.com <br /> Structural Analysis Report <br /> Project Address Date: August 16,2019 <br /> Norris Reddick Residence <br /> 35949 Saddle Palm Way <br /> Zephyrhills,FL <br /> S-6165634 <br /> Residence <br /> Roof Area 3211 sf <br /> Upper Floor Area 2408 sf <br /> Number of Stories 2 <br /> Type of Construction Wood-Framed with Rated shear panels <br /> Mean Roof height 25 ft <br /> Upper Floor height loft <br /> Location Parameters <br /> Latitude 28.2530331 <br /> Longitude -82.2216421 <br /> Site Class D <br /> Risk Category II <br /> Seismic Parameters <br /> SS = 0.067 g 0.2 sec Spectral Response Acceleration <br /> Sl = 0.034 g 1.0 sec Spectral Response Acceleration <br /> Fa= 1.600 g Site Coefficient from ASCE 7-10,Table 11.4-1 <br /> F„= 2.400 Site Coefficient from ASCE 7-10,Table 11.4-2 <br /> SDS= 0.071 g Short Period Design Spectral Acceleration <br /> SD1 = 0.054 g 1 Second Period Design Spectral Acceleration <br /> Wind Parameters <br /> Wind Speed 145 mph <br /> Exposure Category D <br /> Roof Angle, 0 22.0 deg <br /> Product Information <br /> No.of Panels 37 \�\\\P14E W <br /> Weight 2.59 psf including mounting system \�� ��CENSF <br /> Installed Area 650.6 ft2 _� y <br /> No.of Connectors 49 ` * •' � ; <br /> STATE OFeA <br /> -'ONA' \\\8/16/2019 <br /> I <br /> Page 1 of 3 vivi nt. <br />