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� � <br /> � � , `, 18CC UV �.s�ton 3�v:�. <br /> • Lehi, UT 8�tC43 <br /> Structura9 Groaap <br /> Jon P. Ward,SE, PE J. Maithew Walsh, SE,PE Clint C. Karren, PE <br /> Structural Engineering Manager Senior Sfructural Engineering Manager Structural Engineering Manager <br /> Jon.ward�vfvintso/ar.com james.walsh�vivintsolar.com c/inf.karren�a vivintsolar.com <br /> Structural Analysis Report <br /> Project Address Date: July 18,2017 <br /> Vandemheen Residence <br /> 6041 16th St <br /> Zephyrhills,FL <br /> Residence <br /> Roof Area 3000 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 /> S�= 0.55 g 1.0 sec Spectral Response Acceleration <br /> Fa= 1.0 Site Coefficient from ASCE 7-10,Table 11.4-1 <br /> F�= 1.5 Site Coefficient from ASCE 7-10,Table 11.4-2 _- �. <br /> SDS= 1.00 g Short Period Design Spectral Acceleration � �_ � _ -. ` - , <br /> SDi= 0.55 g 1 Second Period Design Spectral Acceleration-- �_ , � � , <br /> Wind Parameters ( <br /> Wind Speed 145 mph `��/! -` - ^- -i - : <br /> Exposure Category D : � � `— - <br /> Roof Angle, 0 18.0 deg " �- "_ - ,- - <br /> -: _ - - <br /> �`,�.' .� - - <br /> Product Information - " <br /> No.of Panels 32 <br /> Weight 2.59 psf including mounting system <br /> Installed Area 562.7 $Z <br /> No.of Connectors 42 <br /> Summaty <br /> M�x;s�;,,s= 892.03 lb-ft <br /> M��w= 337.741b-ft <br /> Total New Gravity Loads are less than Existing Loads.OK <br /> � � <br /> Page 1 of 3 � � -, <br />