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DocuSign Envelope ID:6517E70C-5669-46D9-94B2-F15072D24740 <br /> Structural Design Criteria <br /> Project Address Date: February 11,2021 <br /> Scalf Residence <br /> 7080 Silverado Ranch Blvd <br /> Zephyrhills, FL \\\\111 I I / <br /> S-6562125 ��\ ''(HEWf-_ ? <br /> Residence -ENS <br /> � <br /> Risk Category II <br /> Roof Area 2882 sf ����/ Nc 840 3 <br /> Upper Floor Area 0 sf =� /' •G — <br /> Number of Stories 1 =� STATE OF <br /> Mean Roof height 15 ft 6 Ii O <br /> Upper Floor height 0 ft ��j�t 1- ORIOP:""G�� <br /> Location Parameters /��ss/ONAL 0.; \�\\ <br /> Latitude 28.252653 \\ <br /> Longitude -82.22253 <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 /> I <br /> 2 psf Miscellaneous <br /> 15 psf TOTAL <br /> I <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 7-16!Fig.7-2b) <br /> i <br /> Roof Snow Load 0 psf ASCE 7-16 Eq.7.4-1 j <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 /> I <br /> i <br /> I <br /> I <br /> i <br /> Page 1 of 4 <br /> I <br />