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DocuSign Envelope ID:6CCBOC84-4184-4226-A2F4-CFAC9F7CO819 <br /> 1800 W Ashton Blvd. <br /> VIVIO"W61 ram' Lehi, UT 84043 <br /> Structural Group <br /> J. Matthew Walsh,PE Kirk M. Nelson, SE Samuel Brown, PE-Civil <br /> Director of Engineering Structural Engineering Structural Engineering <br /> james.waish@vMnmolar.com kirk.nelson@vivintsolar.com sam.brown@viWnisolar.com <br /> Structural Design Criteria <br /> Project Address Date: January 21,2020 <br /> Thibert Residence <br /> 37912 8th Ave <br /> Zephyrhills,FL <br /> S-6294725 VA E W <br /> Residence E N <br /> SF rr <br /> Risk Category 11 <br /> *7 <br /> 9 <br /> Roof Area 1416 sf N 84 2 <br /> Upper Floor Area 0 sf <br /> Number of Stories 1 -7- STATE OF '141 <br /> Mean Roof height 15 R /t� 0 4� <br /> Upper Floor height 0 ft <br /> Location Parameters 10NAL Ic\ <br /> Latitude 28.233648 1/21/2020 <br /> Longitude -82.18956 <br /> Site Class D <br /> Risk Category 11 <br /> Existing Gravity Parameters <br /> Roof Dead Load <br /> 4 psf Composite Shingle <br /> 2 psf 3/4"Plywood Sheathing <br /> I psf Roof Framing @ 24 in.o.c. <br /> 2 psf Ceiling,Mechanical,Electrical <br /> 1 psf Miscellaneous <br /> 10 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 0.9 Roof Slope Factor(ASCE 7-10 Fig.7-2b) <br /> Roof Snow Load 0 psf Asce 7-16 Eq.7.4-1 <br /> Seismic Parameters <br /> SS= 0.067 g 0.2 sec Spectral Response Acceleration <br /> S, = 0.034 g 1.0 sec 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 g Short Period Design Spectral Acceleration <br /> SDI, 0.054 g I Second Period Design Spectral Acceleration <br /> Page 1 of 3 <br />