holes in joists - rules?
rules seem comoonly known for sawn lumber
but for engineered wood, it (IBC) says to look at mfg sepcs.
am i mistaken, or does it look like most LVL mfg's are saying to stay IN the middle 1/3 for the location of holes? this seems opposite of the rule for sawn lumber....
but for engineered wood, it (IBC) says to look at mfg sepcs.
am i mistaken, or does it look like most LVL mfg's are saying to stay IN the middle 1/3 for the location of holes? this seems opposite of the rule for sawn lumber....
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