Adjustment Factors Scenario 1

          You are evaluating an untreated Spruce-Pine-Fir, 2x10, No. 1, S-Dry rafter. It is located in a roof system where the rafters are spaced at 16 inches on center and are sheathed with 3/4" plywood (nailed only). You will need to consider dead, snow, and wind loadings which all act vertically downward (i.e. no uplift from wind). For LRFD, use load combination 1.3-4. This roof system covers a processing facility where the rafters will routinely experience 118o temperatures and dry moisture conditions. What are the applicable published design values and adjustment factors from both NDS and LRFD?
  
Design Values:

Fb
Ft
Fv
Fc perp
Fc
E
Fg