Laserfiche WebLink
f <br /> vIV11'1t =z - 4- ; 1800 W Ashton Blvd. <br /> • �� ; Lehi, UT 840`43 <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 kirk.nelson@vivintsolar.com sam.brown pvivintsolar com <br /> Structural Analysis Report <br /> Project Address Date: August 19,2019 <br /> Joseph Residence <br /> 6652 Wagon Trail St <br /> Zephyrhills,FL <br /> S-6180609 <br /> Residence <br /> Roof Area 2751 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 34.808537 <br /> Longitude -106.764733 <br /> Site Class D <br /> Risk Category II <br /> Seismic Parameters <br /> SS = 0.449 g 0.2 sec Spectral Response Acceleration <br /> Sl = 0.131 g 1.0 sec Spectral Response Acceleration <br /> Fa= 1.441 g Site Coefficient from ASCE 7-10,Table 11.4-1 <br /> F,= 2.276 Site Coefficient from ASCE 7-10,Table 11.4-2 <br /> SDS= 0.431 g Short Period Design Spectral Acceleration <br /> SD1 = 0.199 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 \%%\\1I I I I I1/01" <br /> No.of Panels 19 \\���P,��VA UIF yz,� <br /> Weight 2.59 psf including mounting system �� �-c E N SF <br /> Installed Area 334.1 ft2 �17 <br /> S <br /> N 84 <br /> No.of Connectors 25 23 + <br /> y� STATE OF <br /> tORIDP: ,•��'�� <br /> S�NAL I�?G�8%9/2019 <br /> 1/111111 <br /> Page 1 of 3 VIVI nite ' ' ' <br />