As I see it, the deck rim joists from house ledger to outer deck rim beam were uniformly loaded, they now support a wall and part of the roof, a healthy increase and point load on the ledger from the new rim beam that supports the bearing wall. This load needs to be quantified and the new beam connected to the house adequately.
Although the word beam may not appear, a joist, a rafter, a girder and a header are all types of beams. A ledger may or may not be able to resist the quantified load, quantify load and resistance to see. Simpson may ok the use of a hanger through the ledger into the rim, worth a call.
There has been some rewording on the lag penetration specs for deck ledgers, can't recall the specifics they're here somewhere, I switched to bolting.
Although the word beam may not appear, a joist, a rafter, a girder and a header are all types of beams. A ledger may or may not be able to resist the quantified load, quantify load and resistance to see. Simpson may ok the use of a hanger through the ledger into the rim, worth a call.
There has been some rewording on the lag penetration specs for deck ledgers, can't recall the specifics they're here somewhere, I switched to bolting.