hines86
Structural
- Nov 7, 2013
- 11
I am new to the California Civil/Structural requirements in regards to substation structures and was hoping someone in that region could shed some light on where the line is drawn for a SE stamp verses a PE stamp. I am a PE - civil structural in PA, NJ, Delaware, NY, DC and Maryland. My company is looking to obtain substation work in California, we are a substation engineering firm. The building design authority (BDA) specifically delineates the Civil engineer vs structural engineer in terms of the type of building ie; schools and hospitals are an SE other buildings of any other type can be sealed by a PE. I called the BDA and they refereed me to the Professional Engineer ACT section 6731 where it essentially states that foundations, homogeneous structures, buildings and bridges may all be designed under a P.E.
I feel like it is more complicated than that but I don't see it. Am I missing something? Are there additional tests that I will need to take to get the PE in California? Is the PE enough for these types of structures?
Thank you ahead of time for any insight that you provide.
I feel like it is more complicated than that but I don't see it. Am I missing something? Are there additional tests that I will need to take to get the PE in California? Is the PE enough for these types of structures?
Thank you ahead of time for any insight that you provide.