Laserfiche WebLink
s <br /> v'v' t ' 1800 W AshtonBlvd. <br /> Lehi, UJ 1 84043 <br /> Structural Group <br /> J.Matthew Walsh, SE,PE <br /> Senior Staxturai Engineering Manager <br /> james.walsh@vyvintsofar.com <br /> Structural Analysis'Report <br /> Project Address Date: December 7,2018 <br /> Goodell Residence <br /> 5632 5th St <br /> Zephyrhills,FL <br /> i <br /> S-5993120 <br /> Residence <br /> Roof Area 1448 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 i <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 /> 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 /> Fv= 1.5 Site Coefficient from ASCE 7-10,Table 11.4-2 <br /> SDS = 1.00 g Short Period Design Spectral Acceleration <br /> SDt = 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 15.7 deg <br /> Product Information �oI11I <br /> No.of Panels 25 \ �.��HE W <br /> Weight 2.59 psf including mounting system \�� V\G e N SF•, �� i�� <br /> 'Installed Area 439.6 ft2 , y <br /> * Ng 84�213 + = <br /> No.of Connectors 45 <br /> Summary / STATE OF /A/ <br /> Mexisting= 559.86 lb-ft .i 0�' P. '��- -, <br /> i, FOR1O , G <br /> Mnew= 200.601b-ft ��/ass ONAi 1\\ I2/7/2018 <br /> Total Stress Due to New Gravity Loads is less than Existing Loads. OK <br /> Page 1 of 3 VIVIVI to <br />