garnet1-
I've never had any issues with either the AI or Jurisdiction when in a situation like yours and using the allowable stress used for the original design and calc's per the latest edition of the Code. As metengr pointed out, you can use current allowable stresses for the new components which you are adding.
However... take this approach after due consideration. If you use the original allowable stresses and you have an existing 16" connection with identical reinforcement requirements (etc, etc) then you may install this (with the usual "check with your AI" caveat) as a repair. Since this is a repair, the AI may waive the hydrotest requirement in lieu of alternate testing which may be less painful.
On the other hand, if you use current allowable stresses, then it is an alteration and a hydrotest is mandatory unless otherwise approved by the Jurisdiction.
If you are pondering using a "local hydrotest" approach by putting on a (say 20") weld cap on the inside of the shell to cover the newly installed nozzle, be aware of Interpretation VIII-1-01-139 which prohibits this approach for new construction...
jt