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IVI lit 1 1800IN Ashton Blvd. <br /> Lehi, UT 34043 <br /> Structural Group <br /> J.Matthew Walsh,PE Samuel Brown,PE <br /> Senior Structurat Engineerfng Manager Structural Engineer <br /> james.walsh(aavivintsolarcom samhrortinayivi rsolarcom <br /> Structural Analysis Report <br /> Project Address Date: March 25,2019 <br /> Smith Residence <br /> 6565 Wagon Trail St <br /> Zephyrhills,FL <br /> S-6064204 <br /> Residence <br /> Roof Area 2882 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 /> SI = 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 /> SDI = 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 27.3 deg <br /> Product Information <br /> No.of Panels 22 �\\\ .�'(1'1 E W <br /> Weight 2.59 psf including mounting system <br /> Installed Area 386.8 ft <br /> _ ' 's <br /> No.of Connectors 29 = * Na, 84 2 + - <br /> Summary `�� STATE OF ;• <br /> Mexisting= 2769.22 lb-ft 6'j0.t�•, <br /> ,/ G <br /> s •.ZOR10,. \N� <br /> Mnew= 1048.49 lb-ft // SONAL <br /> 3/25/2019 <br /> Total Stress Due to New Gravity Loads is less than Existing Loads.OK <br /> Page 1 of 3vivint. <br /> ) <br />