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E, allowable bending and allowable horiz. shear for #2 hem-fir KD 15%

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I think this is an easy one, but who knows these days.  I seem to recall that the allowable bending stress of wood has been reduced in recent years and I thought I heard it had something to do with the way forests are managed to grow trees faster and then the growth rings are wider (I might have this wrong).  But anyway, I don't have a current NDS so what I would like to know is: What is the current allowable bending stress (Fb), allowable horizontal shear stress (Fv) and modulus of elasticity (E) for #2 hem-fir KD 15% (2x6's through 2x12's).   Is this information available on the web?
Thanks for your help.
Kenneth S. Peoples, P. E.
Lehigh Valley Technical Associates
1584 Weaversville Road
Northampton, PA 18067-9039
Phone: (610) 262-6345
Fax: (610) 262-8188