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i <br /> vivint s' cr 1800 W Ashton Blvd. <br /> • s"` i '! 'a Lehi, UT 84043 <br /> Structural Croup <br /> J.Mafthew Walsh,PE Samuel Brown,PE <br /> Senior Structural Engineering Manager Structural Engineer <br /> 7ameavmish(a),vivinmolarcom sam brown(Mvivinmolar com <br /> Structural Analysis Report <br /> Project Address Date: March 12,2019 <br /> Martinez Residence <br /> 6679 Wagon Trail St <br /> Zephyrhills,FL <br /> 5-6068950 <br /> Residence <br /> Roof Area 2423 sf <br /> Upper Floor Area . 1817 sf <br /> Number of Stories 2 <br /> Type of Construction Wood-Framed with Rated shear panels <br /> Mean Roof height 25 ft <br /> Upper Floor height loft <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 I Second Period Design Spectral Acceleration <br /> Wind Parameters <br /> Wind Speed 145 mph <br /> Exposure Category D <br /> Roof Angle, 0 22.4 deg , <br /> Product Information <br /> No.of Panels 26 <br /> Weight 2.59 psf including mounting system �%c E N s�.;9� <br /> tS� <br /> Installed Area 457.2 ft2 �' S <br /> No.of Connectors 34 * i`1c�84 3 <br /> Summary C,� STATE OF ;� = <br /> Mexistin = 2876.671b-ft �� �'�� <br /> g �j COR1O,. <br /> Mnew= 1089.171b-ft ss NA I �1\?\\\3\12/2019 <br /> Total Stress Due to New Gravity Loads is less than Existing Loads.OK <br /> Page 1 of 3 viv1 ns <br /> ' . <br /> L <br /> L <br />