If you are talking about AWS D17.1, any weld can be made class A by the customer or designer. All welds that might cause loss of aircraft are supposed to be made class A. I am not familiar with the paragraph you cited and I don't have my code book in front of me, but from what you stated, my first guess would be that that particular paragraph applied to structural welds. The weld class is always supposed to be stated in the weld symbol and it is put there by the design authority with customer approval and/or agreement.