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Structural Design Criteria <br /> Project Address Date: December 9,2020 <br /> Morales Residence <br /> 5306 Satsuma Dr <br /> Zephyrhills,FL <br /> S-6529531 ��Pq'(H E W <br /> Residence <br /> Risk Category <br /> Roof Area 1606 sf * N 84 3 + <br /> Upper Floor Area 0 sf �i/r•�rrt/( *G — <br /> Number of Stories 1 STATE OF <br /> Mean Roof height 15 ftki <br /> Upper Floor height Oft ii� F• •;ctOR10P,' ���� <br /> Location Parameters // S�ONAL <br /> Latitude 28.23465 <br /> Longitude -82.16661 <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 0.9 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 /> S1 = 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 /> SD1 = 0.054 g 1 Second Period Design Spectral Acceleration <br /> Page 1 of 4 <br />