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1800 UU Ashton <br /> UT v'vi n�s 84043 <br /> Structural Group <br /> J.Matthew Whisk PE Samuel Brown,PE <br /> Senior Structural Engineering Mangier Structural Engineer <br /> {ames.wabh(d,MwnM1arcom sam brownftyWj=olarcom <br /> Structural Analysis Report <br /> Project Address Date: March 5,2019 <br /> Dunn Residence <br /> 6621 Wagon Trail St <br /> Zephyrhills,FL <br /> S-6063545 <br /> Residence <br /> Roof Area 2763 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 /> Sl = 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 23.1 deg <br /> Product information \\0\\ <br /> No.of Panels 36 \\\ .�'(14EMY <br /> Weight 2.59 psf including mounting system \����Q;��GENsF. %P <br /> installed Area 633.0 ft2 N 84 ,y <br /> No.of Connectors 47 � <br /> Summary STATE OF <br /> o <br /> Mexisting= 2717.51 lb-ft % � a P•,,•'`��`� <br /> tORIO,. G �� <br /> Mnew= 1028.91 lb-ft /////s 0NAi��\\\\3/5/2019 <br /> Total Stress Due to New Gravity Loads is less than Existing Loads.OK <br /> Page 1 of 3 viv' ® 33 � <br />