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Re: Joist span
It would be helpful to know both the joist span and the unsupported span of the deck edge beam as well as the size of the members.
For example: a 12 ft joist span with an 8 ft span on the edge beam, a dbl 2x10 #2 SYP would be sufficient considering a 40psf live load.
The same joist span with a 10 ft edge beam span would require a dbl 2x12 #2 SYP.
The size and span of supporting edge beams, headers and girders is all dependent on the live load and total load per LF exerted on the beam.
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