Laserfiche WebLink
�+vi® ��^•.� s w' 1800 W Ashton Blvd. <br /> vin 1 Lehi, UT 84043 <br /> Structural Group <br /> J. Matthew Walsh, PE Samuel Brown, PE-Civil <br /> Senior Structural Engineering Manager Structural Engineering <br /> james.walsh@vivintsolarcom sam.brown@vivintsolar.com <br /> Structural Analysis Report <br /> Project Address Date: May 13,2019 <br /> Kossow Residence <br /> 6896 Silverado Ranch Blvd <br /> Zephyrhills,FL <br /> 5-6098881 <br /> Residence <br /> Roof Area 2878 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 /> S1 = 0.55 g 1.0 sec Spectral Response Acceleration <br /> Fa = 1.0 Site Coefficient from ASCE 7-10,Table 11.4-1 <br /> Fv= 1.5 Site Coefficient from ASCE 7-10,Table 11.4-2 <br /> SDS = 1.00 g Short Period Design Spectral Acceleration <br /> SD1 = 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 \\��\\11 <br /> No.of Panels 14 \\�� P, Z H E W bl,, <br /> Weight 2.59 psf including mounting system �� ��GE11SF•,X <br /> Installed Area 246.2 ft2 <br /> No.of Connectors 19 = * No 84.E <br /> 10 , STATE OF ; <br /> •�tORIOP'•"G�?��� <br /> �NAI ?\\\5/13/2019 <br /> Page 1 of 3 'v' , J <br /> v,� -- <br />