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� <br /> ������� .= �� __ , 1800 W Ashton Blvd. <br /> `��'`�__ � ! Lehi, UT 84043 <br /> Struct�a�a9 (��ou� P: (801) 234-7050 <br /> Jon P Ward,SE, PE Clint C.Karren, PE <br /> Structural Engineering Manager Structural Engineering Manager <br /> jon.ward@vivintsolar.com clint.karren@vivintsolar.com <br /> Structural Analysis Report <br /> Project Address Date: January 13,2017 <br /> Harnden Residence <br /> 6840 Stephens Path <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 /> i 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 /> F�= 1.5 Site Coefficient from ASCE 7-10,Table 11.4-2 <br /> SDS= 1 00 g Short Period Design Spectral Acceleration <br /> SD�= 0.55 g 1 Second Period Design Spectral Acceleration - � <br /> Wind Parameters - " � ' <br /> Wind Speed 145 mph -, � � <br /> Exposure Category D . _ � <br /> Roof Angle,Q 23.0 deg � _ ' - <br /> � � ' = y` _ -- _ <br /> Product Information - — - , ` <br /> No.of Panels 20 " ;_ _ J � _ -- - <br /> ' Weight 2.59 psf including mounting system - � - - - ' <br /> Installed Area 351.7 $z " _ _ � `_ <br /> No.of Connectors 26 - <br /> Summary <br /> M�X;S�;,,g= 117733 lb-ft <br /> M„e,,,= 906.55 lb-ft <br /> Total New Gravity Loads are less than Existing Loads.OK <br /> s • • <br /> Sheet 1 of 3 ��M , _, ' <br />