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I was recently told I could strengthen this design using the PFH method of Braced Wall Panels to stiffen it. Any thoughts on this?

- I did the design, I am an architect, but I lack the ability to do full calculation to prove the beam will support the loads which are 50lbs/sqft (upstate ny) - Thanks @dik, totally agree, however, the concern the town inspector has is when the beam parallel to the building face transfers load...

I am planning build a post and beam framed addition that started simple enough until I was informed that I cannot move some existing gas meters and need to leave some space for access. My structural design had to change to move the southwest post at least 3ft away from the corner to accommodate...