cmbyrd77
Structural
- Aug 4, 2010
- 79
I have a situation where we have trusses being fabricated in a different state (that doesn't recognize the difference between a SE and a PE) so when I received the calcs they are sealed by a PE in the state where they are fabricated. Where the project is located I am the SE of record. I am trying to figure out if it is suffice to accept the calcs from a PE in another state since the trusses are manufactured in that state. Any thoughts and/or advice would be greatly appreciated. Thank you.