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LOAD COMBINATIONS: ASCE 7-05, IBC 2009 (NOT APPLICABLE IN CA) <br />• Loadina Comb. #1: Wind Uplift - 0.6DL Solar at Standoff (Cd=1.6) <br />• Loadina Comb. #2: DL Rf + DL Solar (Cd=0.9). <br />• Loadina 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 />• Loadina Comb. #6: Check Seismic for Sect. 3404.4 Alterations. <br />• Loadina Comb. #7: (0.6)(DL Rf + DL Solar) + Wind Up (Cd=l.6). <br />Zone 2 <br />Zone 1 <br />Zone 1 <br />Zone 1 <br />1 <br />LOAD COMBINATIONS: ASCE 7-10, IBC 2012 CALIFORNIA, CBC 2013 <br />.1 <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 <br />Cdwidd :* 1.6 SDQ := 0.563 SOU := 7.150 <br />Cdsnow := 1.15 S2)(4 := 3.063 Sb)(6 :=: 17.650 <br />Cdot := 0.9 SJ)(6 := 7.563 S4)(8{LE* 30.660 <br />5218 := 13.14 Shxio:= 49.900 <br />Sixio :=' 21.39 St;X12:= 73.800 <br />IFb :=1000.00 psi Sixii:= 31.64 <br />Size Form Factor <br />Cfixit :* i.5 Cf,24 :* 10 <br />Cfix4 , :=: 1.5. Cf4*6 :=,193 <br />C€,6:w i¥ *j Cf4*8* %0 193. <br />Cficil i# 1.:,2 -Cfdxlo i= *iz <br />Cfzxlo := 1;* lif4xn := 1;I <br />Cf2,12 i= £