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DocuSign Envelope ID:86526A21-19CF-461A-83E2-94AB21052EED <br /> Structural Design Criteria <br /> Project Address Date: November 17,2020 <br /> Hernandez Residence <br /> 7153 Boxer Round Pl <br /> Zephyrhills,FL <br /> S-6437929 \\\\\�.c't l i E V tV <br /> Residence <br /> Risk Category II $ <br /> Roof Area 2846 sf * 84 a <br /> Upper Floor Area 0 sf — <br /> Number of Stories 1 r p STATE OF , <br /> Mean Roof height 15 ft _ice 0,� •'�� <br /> Upper Floor height 0 ft tOR10P:-•G; <br /> Location Parameters �s`9'0NAL vr�NX \\\\ <br /> Latitude 28.2610265 <br /> Longitude -82.2260463 <br /> Site Class D(Default) <br /> Risk Category II <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 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= 0.071 g Short Period Design Spectral Acceleration <br /> SDI = 0.054 g 1 Second Period Design Spectral Acceleration <br /> Page 1 of 4 <br />