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t <br /> �viv® i?a 1800 did Ashton Blvd. <br /> in ^%' .i 1 ; Lehi, ITT 84043 <br /> Structural Group <br /> J.Matthew Walsh,PE Samuel Brown,PE <br /> Senior Structural Engineering Manager Structural Engineer <br /> JameawalshW,ivintsolaf com sam brown(H1,Vl!iMisolar com <br /> Structural Analysis Report <br /> Project Address Date: March 26,2019 <br /> Ormond Residence <br /> 39761 Meadowood Loop <br /> Zephyrhills,FL <br /> S-6071826 <br /> Residence <br /> Roof Area 1764 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 /> 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 18.1 deg <br /> Product Information <br /> No.of Panels 37 \ P.��VA W <br /> Weight 2.59 psf including mounting system �� �GENSF•, <br /> Installed Area 650.6 ft2 r" o <br /> No.of Connectors 49 <br /> Summary STATE OF ;4 <br /> Mexisting 1222.10 lb-ft 5 • �COR1OP:-'�jN��� <br /> M = 462.71 lb-ft v// s`S/`•---- <br /> new ONA' 3/26/2019 <br /> Total Stress Due to New Gravity Loads is less than Existing Loads.OK <br /> viva nt y. <br /> . _ <br /> Page 1 of 3 <br />