Site-built trusses- always recommend a structural engineer?

Kenton;

Square footage would not apply, (span) is the key word. Although I have personnally built Prescriptive designed rafters as described by Robert O’Conner, to span 65 feet, today would require a PE design. I think it needs to be kept to the confines and limitations described in the IRC tables.

Marcel :slight_smile: :slight_smile: