Working as a plans examiner for a large municipality in the Phoenix metro area, what would be the correct approach to determine the most accurate correction factor for (2002 NEC) Table 310.16 to use for outside exposure? Also, in addition to roof or exterior wall locations, when would this correction factor be applied, in attics, direct burial applications, or...???
	
		
			
		
		
	
				
			 
				
 
 
		 
 
		