The timber framers are more or less finished on my build. The "project manager" comes to me and says that there are some things he ain't happy with.. One is that the 2.6m walls aren't nogged at 2.4 m to carry the plasterboard joins. Regardless that now I have a separate issue with him because he really should have raised concerns as the place was being built, not after the fact, I'd like to know if it's as big a deal as he makes out..
Should it have been something the framers did?
Should I have them come and correct it.
Should I just get on with doing it myself?
Is it essential?
Are there any alternatives to nothing the studs (seems to me the not is just to support joints against differential movement, but I reckon I can do the same with osb strips fixed to the back of either side of the join - does it have to be part of the stud work?
Should it have been something the framers did?
Should I have them come and correct it.
Should I just get on with doing it myself?
Is it essential?
Are there any alternatives to nothing the studs (seems to me the not is just to support joints against differential movement, but I reckon I can do the same with osb strips fixed to the back of either side of the join - does it have to be part of the stud work?