Newbie to the forums....I know I'm cheating by not looking over historical posts and reply's but I am a little bit lost on this one....

Encountered a question at work today that we need some assistance on.  We are welding under ASME B31.3.  Is there literature that explains what is expected in terms of weld deposit?  Meaning how much weld can be, should be deposited for roots, fills, caps?

We are using a rotator with a miller pipeworx.