azogr
Structural
- Feb 21, 2007
- 59
Let me bounce this question off of you guys to see what you all have been doing.
I have been asked by an architect to size some footings for a project in a state which I am not currently registered. The structure is a low hazard structure which does not require an engineer's seal, only an architects. If I were licensed in the state I would not think twice about doing the work but even though I would not be sealing the work I am uncertain about this kind of arrangement.
How are the architects normally doing this work when an engineer is not required? Are they just pulling sizes off some standard charts and calling it good? In a way I am glad that this architect is seeking the help of a structural engineer and I know him indirectly through a common friend so I would like to help him out.
I look forward to hearing your thoughts.
Thanks
I have been asked by an architect to size some footings for a project in a state which I am not currently registered. The structure is a low hazard structure which does not require an engineer's seal, only an architects. If I were licensed in the state I would not think twice about doing the work but even though I would not be sealing the work I am uncertain about this kind of arrangement.
How are the architects normally doing this work when an engineer is not required? Are they just pulling sizes off some standard charts and calling it good? In a way I am glad that this architect is seeking the help of a structural engineer and I know him indirectly through a common friend so I would like to help him out.
I look forward to hearing your thoughts.
Thanks