Laserfiche WebLink
DocuSign Envelope ID:1E7D8EA6-71DF-48AE-AF71-4718CM136D01' <br /> i � � <br /> 1800 W Ashton Blvd. <br /> Structural Group Lehi, UT <br /> J.Matthew'Walsh, PE Ki*M. Nelson,SE Samuel Brown,PE- Civil <br /> Der of Engineering Stnxt—1 Engineering Structural Eno ng <br /> jaJlt2&walsh@vMntsolar.Com kirk nelson com sanLbrown_vjW zso►arcum <br /> Structural Design Criteria <br /> Project Address Date: May 11,2020 <br /> Scalf Residence <br /> 7080 Silverado Ranch Blvd <br /> Zephyrhills,FL <br /> 5-6366372 \\\� ,��Ir1EhF <br /> Residence <br /> Risk Category II , y <br /> Roof Area 2698 sf N,c�8, 4� ` <br /> Upper Floor Area 0 sf — <br /> Number of Stories 1 '•� STATE OF <br /> LMean Roof oor heisght 0 ft �0��, •A�OR10P' <br /> PP <br /> Location Parameters Latitude 28.255556 'Ott <br /> t A�I5/1 l/2020 <br /> Longitude -82.224445 <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= 0.067 g 0.2 sec Spectral Response Acceleration <br /> SI = 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 /> SDI = 0.054 g 1 Second Period Design Spectral Acceleration <br /> Page 1of3 ,IMIL to <br />