Richard Kimball CBO CFM
REGISTERED
I am curious and trying to get a consensus from other code officials about the use of rough sawn, ungraded lumber from local sawmills for structural projects such as timber frame. I know the code restricts it's use to non structural applications such as paneling and siding but what if it is oversized by say, 20% to 30%, and considered as if it is utility grade lumber? Could it then be used for structural purposes? What about use in an owner builder project? We have a few sawmills that produce lumber locally from spruce/pine and we are in a remote location so to get a certified lumber grader out to each jobsite to grade each beam or board is extremely expensive and pretty much excludes these sawmills from providing lumber for local projects. Have any other officials taken an approach that would allow the use of this lumber? If so, what type of safety margins were put in place? Examples could be accepted engineering practice, over-sizing the lumber by a certain margin, retaining the right to reject any lumber that may have excessive moisture content, knots or checks, setting a standard consistent with certified lumber grading best practices or using the ICC-400 standard for log home construction. Thoughts, comments and feedback appreciated!