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Best way to deal with outside joints at obtuse angles?

I'm rebuilding this deck. As would be expected, the current deck has held up fairly well except for all of the locations where wood is in constant contact with other pieces of wood.


I'll be doing a few things differently this time. For example, I won't be notching the guard posts. However, I'm also trying to think about how to minimize the need for wood to butt up against other pieces of wood - especially on the end grain.


These outside rim joist corners are tricky. The same issue exists on the corresponding beam to beam connections on the sub frame which come together in the same way and at the same angles.


A few options I've been thinking of.


1) Leave a meaningful gap of 0.5" to 1" (or at the edge o the guard posts) to make sure those ends dry out consistently but I don't think it will look good and I miss out on an opportunity to strengthen the deck by tying more pieces together.


2) Just bring them together (as it is today) and seal the ends.


3) Construct some custom steel pieces to bridge the gap


Any preference or other ideas?








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