That is still not a legal or code requirement, which may or may not be more restrictive depending on local code requirements and the type of member. That is based in part on the visual deflection limit of Span/240 for structural members in most model codes and reference standards (comfort limits where sagging can be felt are more restrictive, generally at Span/360). are to have clear or tinted timber finish provide matching wood plugs. ![]() And what tolerance should be applied in generally establishing the scope of a repair, which has an impact on deciding how serious that defect is (1/4" in 10’, 1/2" in 10’ or 1" in 10’)?ĭan and I have agreed in the past that a fairly common and pretty reasonable upper limit for a home inspector to use as a guide is … Distance/240 (or 1" in 20’). (2) Where do you draw the line on what is a defect and what is not a defect. (1) How do you justify flagging that as a defect, as there are substantial costs involved in repairing that? If nothing can be referenced then there is a better chance of being dragged into a lawsuit over the issue (where you lose as soon as legal action is started, whether you are technically correct or not in the end). While most HI’s would agree that something out of level 1-1/2" in 18’ is too much, there are still two problems …
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