What is your opinion about using very loose tolerances on non-critical or functionally inexact features? I use the following simple and fictitious hole as an example:
Let's say that the location of the hole in the picture is non-critical, so it can be anywhere on the surface of that beam, but...
I was wondering is there a correct or a standard way to announce a surface welding which isn't used to join two pieces together (preferably ISO but ASME is okay as well). In my case the welded "seam" is used similarly as an anti-slip grating on steel bars. Example in the image:
