I am looking for a model specification for timber frame engineering. What would the ideal specification look like to a timber frame engineer? For instance, is it possible or practical to be required to meet the provisions of the IBC 2000? Is timber framing even an acceptable structural system under IBC 2000? I realize that timber frames are not generally “engineered” to resist lateral loads, it is much simpler to design the wall and roof diaphragms to resist all the lateral loads. But we all know that a frame can withstand considerable lateral load, it's just that engineers can't model that behavior accurately.

The new IBC has some very restrictive requirements for lateral load resistance that may be difficult to meet. Shear wall requirements are complex. The structure must still be detailed for seismic requirements even if wind load is greater than seismic load. Come on you frame engineers, P.E.'s – Is the IBC 2000 impractical? If you had your choice, what would you feel is reasonable to ask for, what (modern) code should you be required to meet, in timber frame engineering?