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DocuSign Envelope ID:BEC83982-34AE-40B6-8A1D-0883A056Al9A <br /> r 1800 W Ashton Blvd.j,rV i n S C ! 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@vivintsolar.com kirk.nelson@vivintsolar.com saimbrown@vivintsolar.com <br /> Structural Design Criteria <br /> Project Address Date: February 19,2020 <br /> Goldner Residence <br /> 5642 12th St <br /> Zephyrhills,FL <br /> S-6315857 H <br /> \ P.�� E W q�i�% <br /> Residence \�� �\C E N gF < ice/ <br /> Risk Category II S <br /> Roof Area 1963 sf = * No 84 <br /> Upper Floor Area 0 sf — <br /> Number of Stories 1 STATE OF ; <br /> Mean Roof height 15 ft O <br /> Upper Floor height Oft �i,'��.•',F�ORIOP."������ <br /> Location Parameters Latitude 28.239758 s O1 A I il 12/19/2020 <br /> Longitude -82.17789 <br /> Site Class D <br /> Risk Category II <br /> Existing Gravity Parameters <br /> Roof Dead Load <br /> 4 psf Composite Shingle <br /> 2 psf 3/4"Plywood Sheathing <br /> 2 psf Roof Framing @ 16 in.o.c. <br /> 0 psf Ceiling,Mechanical,Electrical <br /> 1 psf Miscellaneous <br /> 9 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 0.8 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= 0.068 g 0.2 sec Spectral Response Acceleration <br /> SI= 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= 0.073 g Short Period Design Spectral Acceleration <br /> SDI= 0.054 g 1 Second Period Design Spectral Acceleration <br /> r�0 0 <br /> Page 1 of 3 ''l a' <br />