Span is measured from face to face
The single most expensive mistake on this table is measuring the wrong distance. Span means the clear distance from the face of one support to the face of the next — ledger face to beam face. Not centre of ledger to centre of beam, and not the overall width of the deck. On a doubled 2x10 beam that difference is around three inches, which is exactly the kind of margin that turns a legal 2x10 into an illegal one.
Species is not a detail
Deck joist tables are published per species group because the wood genuinely differs. A 2x10 at 16 in on centre spans 14 ft 0 in in Southern Pine, 13 ft 7 in in Douglas Fir-Larch or Hem-Fir, and 13 ft 0 in in Redwood or Western Cedars. That is a foot of difference on the same nominal board. Eastern US yards mostly stock treated Southern Pine; western yards more often carry Douglas Fir-Larch or Hem-Fir. The grade stamp on the board tells you which you have — read it rather than assuming.
The decking can be stricter than the framing
This table tells you what the joists can carry. It does not tell you what your decking will tolerate. Most composite and PVC decking requires 16 in on centre maximum, and drops to 12 in when boards run diagonally — well inside what a 2x10 could structurally span at 24 in. The decking manufacturer's instructions always tighten this table, never loosen it, so check them before you set your joist layout.
Why beams are not on this page yet
Beam spans live in IRC Table R507.5, and we have not published them here because the reproductions we could verify contradict each other — they disagree about whether Douglas Fir-Larch and Redwood share a column, they disagree on values, and one widely-cited version prints a beam span that decreases and then jumps in a way no real span table does. On a structural member holding up the whole deck, averaging two sources that disagree is not estimating, it is guessing. The joist spans on this page are published only because two independent reproductions of Table R507.6 matched on all thirty-six values.
Deck joist span chart — IRC Table R507.6
Maximum joist span, face of support to face of support, for No. 2 grade lumber at 40 psf live plus 10 psf dead load. Cantilever is separately limited to 25% of the adjacent span under IRC R507.6.1.