Ryandias
This is a lot of guesswork, mostly to try and figure out why someone would have an opinion about the relative strength of a GD&T callout. I am a newbie to GD&T, and I have discovered that there are about a thousand and one different ways to call anything out.
Some people like positional tols, some like surface tols, if you know what you are doing, you can make just about anything say what you want.
To make matters worse, we here are all going to pick on different things to nitpick as well.
My advice, go back and ask the original critic why they say that it is weak and see if you agree. It is entirely possible that your drawing is fine and the other person is wrong. You are not doing yourself, the critic or your company any favors by not following up directly. There is no reason to be embarassed either, if the critic is unwilling to help you, find someone else there who will.
GD&T is NOT an exact science, more of an art form that will take years of practice to master.
If you need a good text on GD&T, I recently bought "Dimensioning and Tolerancing Handbook" by Paul Drake and I have found it to be a very good reference.
Good Luck