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DocuSign Envelope ID:398475A4-9752-4AD3-BBF7-AA6C43DDOAF4 <br /> 1300 YJ Ashton Blvd. <br /> v i-il i n a r Lehi, UT 84043 <br /> Structural Group <br /> J.Matthew Walsh,PE Kirk M. Nelson,SE Samuel Brown,PE-Civil <br /> Dkedor of Engineering Structural Engineering Structural EnWneedng <br /> jmes.waish@vivintsolar.com kirtnelson@vMnisolar.com sarn.brown@v!Wnisolar.com <br /> Structural Design Criteria <br /> Project Address Date: September 10,2020 <br /> Zenon Residence <br /> 7130 Boxer Round PI <br /> Zephyrhills,FL <br /> S-6437893 <br /> Residence v- <br /> Risk Category 11 <br /> Roof Area 2691 sf N? <br /> Upper Floor Area 0 sf <br /> Number of Stories I STATE OF zz <br /> Mean Roof height 15 ft 0. <br /> X% <br /> Upper Floor height 0 ft �P' tOR10?---" <br /> Location Parameters /ONAL <br /> Latitude 28.261111 141441malO <br /> Longitude -82.226111 <br /> Site Class D(Default) <br /> Risk Category it <br /> Existing Gravity Parameters <br /> Roof Dead Load <br /> 5 psf Composite Shingle <br /> 2 psf 3/4"Plywood Sheathing <br /> 2 psf Roof Framing @ 24 in.o.c. <br /> 3 psf Ceiling,Mechanical,Electrical <br /> 2 psf Miscellaneous <br /> 15 psf TOTAL <br /> Roof Live Load 20 psf' Wall Dead Load <br /> Ground Snow Load 0 psf 8 ft Wall Height <br /> Flat Roof Snow Load 0 psf 300 ft Wall Length <br /> 12 psf Wall Weight <br /> New Gravity Parameters <br /> Roof Dead Load 3.00 psf Solar Panel Weight <br /> Roof Live Load with Solar Panels 0 psf <br /> Roof Slope Factor 0.7 Roof Slope Factor(ASCE 7-10 Fig.7-2b) <br /> Roof Snow Load 0 psf ASCE 7-10 Eq.7.4-1 <br /> Seismic Parameters <br /> SS = 0.067 g 0.2 see Spectral Response Acceleration <br /> S, = 0.034 g 1.0 see Spectral Response Acceleration <br /> Fa= 1.600 g Site Coefficient from ASCE 7-10,Table 11.4-1 <br /> Fv= 2.400 Site Coefficient from ASCE 7-10,Table 11.4-2 <br /> SDS = 0.071 - Short Period Design Spectral Acceleration <br /> SDI = 0.054 g I Second Period Design Spectral Acceleration <br /> Page 1 of 3 Lv,,ivLff in To . sto�d a <br />