Hey there, I am looking for a little guidance on a problem I am having at the current time. I'm selling my home as it's to small. It was simply converter from a single family in the 70's to a 2 family by the previous owners for their daughter to have an apartment up stairs they installed a door at the top of the stairs and a useless kitchen, along with a very small enclosed set of stairs out side making it impossible to bring furniture or anything big into the 2nd floor. So seeing the opportunity to go back to a single family for cheap money, I bought the house and immediatly removed the existing stairs to the send floor. Added a 10'x12' deck that was lagged on parallel to the houses existing floor joists. From there the outer tripled (3) 2x10's proceeded out from the house 10' supported at 8' by 6x6 posts leaving a less than 2' cantilever. Seeing the need for a roof covering the deck, I installed 6x6 posts on 4 corners on the deck, and built a cathedral ceiling structure that extended 2' beyond the end of the deck, supported by a (3)2x12 ridge beam. I read alot about loads and being in New England, I over built the outer structure of the frame going on what Icalculated for the areas prescribed snow load of 50psf. The building inspector doesn't know anything about anything and I really need this signed off on but wants a licensed contractor to tell him it's to code (you read that right). HELP!