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advice on selecting a grade for old lumber 1

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MikeE55

Structural
Aug 18, 2003
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Does anyone have advice on selecting a grade for old lumber that was sawmilled before the current grading system? I am looking at engineering a renovation of a 100 year old building, constructed with lumber which is obviously a better grade than #2 SYP. Are there experts who can evaluate the lumber? Or is it up to the structural engineer to assign a lumber grade by making an educated guess?
 
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There are some field grading guidelines that can be used for field grading lumber (See attached from the US Parks Dept.), but I doubt you are going to be able to grade field grade in place lumber and arrive at better than #2 for a whole floor system. You are very likely to reach No.1 for specific members, but it would be a very time consuming process to grade a whole floor system (and a good chance that there would be random pieces with knots too close to the tension face or a grain slope issue).

Historic structures are sometimes assigned higher design values than current codes based on in place grade and the historic strength of old-growth forests versus the relatively young trees harvested today. If you are trying to justify a strength close to today's #1 So. Pine you may have a good chance of reaching it, but you may have to grab some historic codes (think historic codes or engineering handbooks from around the time of construction - Carnegie Pocket Companion or similar), along with your field grading data to reach it.

 
 https://files.engineering.com/getfile.aspx?folder=23897f63-df86-4909-9c3b-4ac83bd4eb93&file=Timber-in-Historic-Structures.pdf
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