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i* *v vintsol <br /> '1800 W Ashton Blvd. <br /> Lehi UT 83 <br /> Structural Group ' <br /> J.Matthew Walsh,PE Kirk M.Nelson, SE Samuel Brown,PE-Civil <br /> Director of Engineering Vradw&Engineering S&udtxal Engineering <br /> James.waIsh@,vMhmoJar.com kirknelson&iWntsolar com sam brown@vivinLsolancom <br /> Structural Design Criteria <br /> Project Address Date: March 20,2020 <br /> Rodziewicz Residence <br /> 6457 Ashville Dr <br /> Zephyrhills,FL \0%J I I I I I/////� <br /> S-6341243 \\\\ ,��(VIEW <br /> Residence <br /> Risk Category II S <br /> Roof Area 3461 sf * N 84 ` <br /> Upper Floor Area 0 sf _ Gib •G � <br /> Number of Stories 1 STATE OF <br /> Mean Roof height 15 ft p0 . Q- <br /> Upper Floor height Oft �ijF� �'c�OR10Q:-'o\# , <br /> Location Parameters /////rs1ONAL ��\,IN <br /> Latitude 28.25052 3/20/2020 <br /> Longitude -82.19784 <br /> Site Class D <br /> Risk Category II <br /> Existing Gravity Parameters <br /> Roof Dead Load <br /> 4 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 /> 14 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 0.7 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 /> St = 0.034 g 1.0 sec Spectral Response Acceleration <br /> F3= 1.600 g Site Coefficient from ASCE 7-10,Table 11.4-1 <br /> F„= 2.400 Site Coefficient from ASCE 7-10,Table 11.4-2 <br /> SDS= 0.073 g Short Period-Design Spectral Acceleration <br /> SDt = 0.054 g 1 Second Period Design Spectral Acceleration <br /> Page 1 of 3 Iv' t <br /> d <br />