Thanks for the adjustment for Fv & Fb, that saved me a bit of reading.
One question; My understanding was that we should always use the values for no.2 when engineering a frame but in another post I've seen select structural numbers being used for Doug Fir.
Am I mistaken in this?
Is some 'authority' out there certifying Doug Fir timbers (5"+) as select structural?
Do you know a simple rule of thumb to further adjust the select structural values for Fb & E down to no.2?
