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^ ` <br /> Dote :1D/29/2D2O <br /> Current Job Code:Tmdea4Margie <br /> Renewables 5of6 <br /> Engineering <br /> ' <br /> ����y����������� <br /> ��^ '^~~~' ' '�� <br /> Deflection Checks(Service Level): <br /> Roof <br /> LCl: D+L <br /> Deflection(in]= 1.50 <br /> Deflection Limit(in.)= 4.8 <br /> Deflection D[R= 0,31 <br /> LC2:S <br /> Deflection(in.)= 0.00 <br /> Deflection Limit(in.)= 3.20 <br /> Defection D[R= 0.00 <br /> LCIVV(Doovn) <br /> Deflection (in.)= 0.68 <br /> Deflection Limit(in.)= 3.20 <br /> Deflection DCR= 0.22 <br /> L[4:VV (Up) <br /> Deflection (in.)= -1.31 <br /> Deflection Limit(in.)= I20 <br /> Deflection DCR= 0.41 <br /> Seismic Check: <br /> Existing Weight: <br /> Wall Weight(psf) = 17 <br /> Tributary Wall Area(*)= 1000 <br /> Total Wall Weight(|bs) = I7000 <br /> Roof Weight(psD= O <br /> Roof Area (ft ) <br /> a <br /> = 2400 <br /> Total Roof Weight(|bs)= 18216 <br /> Total Existing Weight(|hy)= 35216 <br /> Additional PV Weight: <br /> PV Panel Weight(|bs)= 54 <br /> Number of Panels= 40 <br /> Total Additional PN Weight(lbo)= 2178 <br /> Weight Increase: <br /> (Existing VV+Additional VV)/(ExistingVV) = 106% <br /> The increase in weight as a result mf the solar system is less than 10%of the existing structure and <br /> therefore no further seismic analysis isrequired. <br /> 19Bn Chicago Ave,Suite ozs' Riverside, [Ayzso7 <br /> www.cur,entrenevvab|esenozam | 951.254.5655 <br /> INTEGRITY | PROFESSIONALISM I CUSTOMER EXPERIENCE <br />