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DocuSign Envelope ID:9A494BED-851A-4706-A70B-6D59ECF121 1 B <br /> Structural Design Criteria <br /> Project Address Date: January 4,2021 <br /> Mendez Residence <br /> 7043 Silverado Ranch Blvd <br /> Zephyrhills,FL � <br /> S-6544307 \����Pq- NEW-y�,��%�� <br /> Residence \�� �,• `'%cENSF•,< <br /> Risk Category II 1•, <br /> Roof Area 1988 sf * N,/84� <br /> Upper Floor Area 1491 sf *a — <br /> Number of Stories 2 r p STATE OF ; <br /> Mean Roof height 25 ft ��O� ," &;\Z <br /> Upper Floor height loft �� F ' �ORIOP:••G� <br /> Location Parameters Latitude 28.2575 NA1.1�����\\ <br /> 2Uq�1 <br /> Longitude -82.224723 <br /> Site Class D(Default) <br /> Risk Category Il <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 7-16 Fig.7-2b) <br /> Roof Snow Load 0 psf ASCE 7-16 Eq.7.4-1 <br /> Seismic Parameters <br /> SS = 0.058 g 0.2 sec Spectral Response Acceleration <br /> S1 = 0.032 g 1.0 sec Spectral Response Acceleration <br /> Fa= 1.600 g Site Coefficient from ASCE 7-16,Table 11.4-1 <br /> Fv= 2.400 Site Coefficient from ASCE 7-16,Table 11.4-2 <br /> SDS = 0.062 g Short Period Design Spectral Acceleration <br /> SD1 = 0.051 g 1 Second Period Design Spectral Acceleration <br /> Page 1 of 4 <br />