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LOAD COMBINATIONS: ASCE 7-05, IBC 2009 (NOT APPLICABLE IN CA) <br />• Loading Comb. #1: Wind Uplift - 0.6DL Solar at Standoff (Cd=1.6) <br />• Loadina Comb. #2: DL Rf + DL Solar (Cd=0.9). <br />• Loading Comb. #3: DL Rf + DL Solar + Wind Down (Cd=1.6). <br />• Loadina Comb. #4: DL Rf + DL Solar + Snow (Cd=1.15). <br />• Loadina Comb. #5: DL Rf + DL Solar +.75Wind +.75Snow (Cd=1.6) <br />• Loading Comb. #6: Check Seismic for Sect. 3404.4 Alterations. <br />• Loadina Comb. #7: (0.6)(DL Rf + DL Solar) + Wind Up (Cd=1.6). <br />Zone 2 <br />Zone 1 <br />Zone 1 <br />Zone 1 <br />LOAD COMBINATIONS: ASCE 7-10, IBC 2012 CALIFORNIA, CBC 2013 <br />• Loading Comb. #1: (0.6)Wind Uplift - 0.6DL Solar at Standoff (Cd=1.6) <br />• Loadina Comb. #2: DL Rf + DL Solar (Cd=0.90) <br />• Loadina Comb. #3: DL Rf + DL Solar + (0.6)Wind Down (Cd=1.6) <br />• Loadina Comb. #4: DL Rf + DL Solar + Snow (Cd=1.15) <br />• Loadina Comb. #5: DL Rf + DL Solar +.75(0.6)Wind +.75Snow (Cd=1.6) <br />• Loadina Comb. #6: Check Seismic for Sect. 3404.4 Alterations <br />• Loadina Comb. #7: (0.6)Wind Up-0.6(DL Rf + DL Solar) (Cd=1.6) <br />Zone 2 <br />Zone 1 <br />Zone 1 <br />Zone 1 <br />REFERENCES: NJ, NDS LATEST EDITION <br />Duration Factors Section Modules Size Form Factor <br />Cdwind := 1.6 SDQ := 0.563 S4)(4 =7.150 Cfixi := 1.5 Cf4 := 1.5 <br />Cdsnow := 1.15 SBM := 3.063 S4)(6 := 17.650 Cfix4 := 1.5 Cfm,6 := 1.3 <br />CdDL := 0.9 S2)(6 := 7.563 S4)(8 := 30.660 Cfzx6 := 1.3 Cf,b,8 := 1.3 <br />S2)(8 := 13.14 S4)(10:= 49.900 Cfixs := 1.2 Cf.10 := 1.2 <br />Si)(10:= 21.39 S4)(12:= 73.800 Cfb10 := 1.1 Cf12 := 1.1 <br />Fb := 1000.00 psi Si)(12:= 31.64 Cfzx12 := 1.0