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DocuSign Envelope ID:6C20BEA2-C653-4B9C-9E3D-OB977E9160BE <br /> Structural Design Criteria <br /> Project Address Date: November 30,2020 <br /> Cuao Residence <br /> 36034 Stable Wilk Ave <br /> Zephyrhills,FL <br /> s-6514508 \\N 1A E VV yV� f� <br /> Residence \�� �, ��C E N S4; �� <br /> Risk Category II <br /> Roof Area 2084 sf * N� 8`i ; <br /> Upper Floor Area 1563 sf — <br /> Number of Stories 2 1, STATE OF <br /> Mean Roof height 25 ft % ® '. <4 <br /> Upper Floor height 10 ft ii��� =c�OR%OP,"������ <br /> Location Parameters // ®®NAL <br /> Latitude 28.2512828 Z✓1�/ /�q�19\� <br /> Longitude -82.2206132 <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 /> 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= 0.071 g Short Period Design Spectral Acceleration <br /> SD1 = 0.054 g 1 Second Period Design Spectral Acceleration <br /> Page 1 of 4 <br />