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DocuSign Envelope ID:7FBB976C-F93F-4B2A-8632-2A5DFF93FCBB <br /> Structural Design Criteria _ <br /> Project Address Date: December 18,2020 <br /> Colon Residence <br /> 36046 Stable Wilk Ave <br /> Zephyrhills,FL <br /> S-6532783 \\\ '(14E VI/ <br /> Residence \� �Q'•�,\c E N SF•, �� i�� <br /> Risk Category II 1•, y <br /> Roof Area 1849 sf * No 84y' <br /> Upper Floor Area 1387 sf — <br /> Number of Stories 2 STATE OF <br /> Mean Roof height 25 ft 0", <br /> , <br /> Upper Floor height loft i�F, '�CORIOP'�,IN C9?`\ <br /> \�\ <br /> Location Parameters ��Ss10NAL <br /> Latitude 28.25134699 ��►mr��ae\� <br /> Longitude -82.22047525 <br /> Site Class D(Default) <br /> Risk Category II <br /> Existing Gravity Parameters <br /> Roof Dead Load Floor Dead Load <br /> 5 psf Composite Shingle 7.50 psf Floor Finishes <br /> 2 psf 3/4"Plywood Sheathing 3.30 psf 1 1/8" Subfloor Sheathing <br /> 2 psf Roof Framing @ 24 in;o.c. 3.40 psf Joists @ 16'o.c. <br /> 3 psf Ceiling,Mechanical,Electrical 15 psf Partitions <br /> 2 psf Miscellaneous 3.60 psf Ceiling,Mechanical,Electrical <br /> 15 psf TOTAL - 1.25 psf Miscellaneous <br /> 34 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 7-10 Eq.7.4-1 <br /> Seismic Parameters <br /> SS = 0.067 g 0.2 sec Spectral Response Acceleration <br /> Sl = 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 /> SD1 = 0.054 g 1 Second Period Design Spectral Acceleration <br /> Page 1 of 4 <br />