Mike, thanks for your reply. What basis do you have for keeping composite lumber below 19 percent MC? Is there literature or evidence in support of this position?
Does anyone have experience dealing with parallam beams tji's that have become saturated on site during construction? I-Level literature and their reps imply that everything will be fine once the members dry out, but some members are swollen and delaminating, so I'm not so sure. Intuition...
