Joists @ 4'-0" o.c.
Looking for any comments or helpful pointers.
For the covered entry porch, I spanned in the long direction because a) it was under the 30' joist guideline and b) I already had the beams on either side. Would this be considered a downgrade? I wasn't sure if adding another beam running N-S on the exterior face, would be better or a different type of downgrade (for not being economical).
Thanks!