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DocuSign Envelope ID:2B7D807B-5824-4F28-9BCD-6EE806ACFOFC <br /> vi <br /> 1800 W Ashton Blvd.ll.1i nt. a rLehi, LIT 84043 <br /> Structural Group <br /> J.Matthew Walsh, PP kirk M. Nelson, SE Samuel Brown,PE-Civil <br /> Dftectorof Engineering Structural Engineering S&uc€urat Erigirreering <br /> jame&walsh@vivintsolarcom kirk.nelson@yheintsolar.com sam.bro wn O_vhdnz9olarcom <br /> Structural Design Criteria <br /> Project Address Date: August 21,2020 <br /> Wolf Residence <br /> 6111 19th St <br /> Zephyrhills,FL <br /> S-6409941 \\ .`'4 VA E W(v ✓//r <br /> Residence .V\G E N <br /> Risk Category II <br /> Roof Area 1632 sf Zza <br /> N el <br /> Upper Floor Area 0 sf _ _ <br /> Number of Stories 1 STATE OF z <br /> Mean Roof height 15 ft i - <br /> X\ <br /> Upper Floor height 0 ft ��jtt -'cLORIDP 'ON <br /> Location Parameters �s`�®®iVAL \\N <br /> Latitude 28.24666 <br /> Longitude -82.172714 <br /> Site Class D(Default) <br /> Risk Category II <br /> Existing Gravity Parameters <br /> Roof Dead Load <br /> 2 psf Metal <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 /> 12 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 1.0 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 = 0.068 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 /> F,= 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 /> Page 1 of 3 VMin �aar <br /> aIV 0 t <br />