Non-load bearing partition design responsibility
Non-load bearing partition design responsibility
(OP)
Does anyone have any input as to the structural engineer's standard of care responsibility when it comes to the design of interior and exterior non-load bearing partitions? Typically, our proposals are written to exclude this from our design since they are not part of the superstructure. This is usually not an issue on larger projects where this portion of the work is typically subcontracted out and reviewed in the submittal process. Recently, however, it has become a constant issue of debate with our clients on smaller projects where they want us to design, detail, and issues specifications for the non-load bearing walls. Any experiences or input would be greatly appreciated.






RE: Non-load bearing partition design responsibility
RE: Non-load bearing partition design responsibility
My advice is to just be clear in your proposal of what you are providing. You could offer to help your client come up with a checklist of the things that you are providing as a base services and other things that would be extra. Then the client could simply issue that list when he requests a proposal and then all the consultants are bidding on the same thing. And you can include the list with the things checked that you are providing. You are much more at risk when your work is not clearly defined (either by you or your client).
RE: Non-load bearing partition design responsibility
Masonry firewalls are structural designs which have special considerations and need special structural details.
Interior masonry partitions are usually the engineer's responsibility. They have to be designed for 5 psf and/or seismic forces. The connection to the structure has to be detailed.
Interior drywall partitions are usually the architect's responsibility. I have, however, worked with some architects that don't know even how to choose the size or detail the top of the wall. I usually try to help them out (the first time only).
The client should not expect any of these services for free so you should indicate a price for each one of these services.
RE: Non-load bearing partition design responsibility
RE: Non-load bearing partition design responsibility
I don't specify interior non-load-bearing walls. However, I have been asked by architects to make a recommendation for non-load-bearing walls if they believe a 20 or 25 gage stud will not work for some reason.
RE: Non-load bearing partition design responsibility