Deck joist span calculator and chart

Pick your lumber, joist size and spacing and enter the span to check it against 2021 IRC Table R507.6 — and if it fails, which size or spacing would pass.

Enter your measurements

Can’t read the stamp? “Not sure” uses the shortest of the three spans — the safe pick.
On center = middle of one joist to middle of the next. Not listed (e.g. 19.2 in)? Pick the next wider option.
ft
The open gap the joist crosses: ledger (the board on the house) to the beam, or beam to beam. Don’t count overhang. 11' 6" works.
in
How far the joists run on past the beam. Leave at 0 if they stop at the beam.
More options: Load · Deck
Leave at 40 unless you get heavy snow. Your building department (or a search for “[your county] ground snow load”) gives the number. (1 psf ≈ 0.048 kPa.)
ft
For a joist count: one joist per spacing plus one at the far end.
Will your joists work?Yes — 7 in to spare on the span
Maximum allowable span (IRC Table R507.6)10 ft 7 in
Joists along the deck
13 joists
How we got this

Table R507.6, 40 psf live load, 2×8 at 16 in on center: Southern pine 11 ft 10 in, DF-L / hem-fir / SPF 11 ft 1 in, Redwood / cedar group 10 ft 7 in → shortest 10 ft 7 in

Margin = maximum − your span = 10 ft 7 in − 10 ft = 7 in → span OK

16 ft = 192 in ÷ 16 in = 12 → 12 spaces + 1 = 13 joists

  • If your area’s ground snow load is over 40 psf, pick that load under More options — the spans get shorter.
  • Using the shortest span of the three species groups. If the grade stamp names your group, pick it — its limit may be longer.
Check your codeCode limits vary by jurisdiction — confirm with your building department before you cut or build. (IRC R507.6)

For this job · affiliate link
25 ft tape measureRe-measure the span face to face at both ends of the ledger before you order lumber — ledgers and beams are rarely perfectly parallel.
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Next: Count the deck boards and screws for the surface.

Quick answers for common sizes

Worked examples for the Deck Joist Span Calculator
ExampleAnswer
How far can a 2x8 deck joist span11 ft 10 in
How far can a 2x10 deck joist span14 ft

Maximum span by joist size (same species, spacing and load)

Maximum span by joist size (same species, spacing and load)
Joist size (nominal)Maximum allowable span (IRC Table R507.6)Will your joists work?
2×68 ftNo — the span is 2 ft too long. Go up a size or close the spacing.
2×810 ft 7 inYes — 7 in to spare on the span
2×1013 ftYes — 3 ft to spare on the span
2×1215 ft 1 inYes — 5 ft 1 in to spare on the span

Joist = the boards that run under the decking. New to this? Words explained.

How to read a deck joist span

A joist span is the clear distance the joist bridges between its supports: from the face of the ledger (the board bolted to the house) or rim to the face of the beam. Any part of the joist that runs past the beam is a cantilever, and it is not part of the span. Measure the span, then pick the column for your lumber — the species group is printed on the grade stamp — and the row for your joist size and spacing. If your spacing falls between two columns, use the wider spacing, which gives the shorter span.

Deck joist span chart (40 psf live load)

2021 IRC Table R507.6, allowable joist spans for a 40 psf live load and 10 psf dead load. No. 2 grade, wet service. These rows match AWC DCA 6 Table 2.
Joist size and spacing (on center)Southern pineDouglas fir-larch, hem-fir, SPFRedwood, western cedar, ponderosa, red pine
2×6 at 12 in9 ft 11 in9 ft 6 in8 ft 10 in
2×6 at 16 in9 ft8 ft 4 in8 ft
2×6 at 24 in7 ft 7 in6 ft 10 in6 ft 10 in
2×8 at 12 in13 ft 1 in12 ft 6 in11 ft 8 in
2×8 at 16 in11 ft 10 in11 ft 1 in10 ft 7 in
2×8 at 24 in9 ft 8 in9 ft 1 in8 ft 8 in
2×10 at 12 in16 ft 2 in15 ft 8 in14 ft 11 in
2×10 at 16 in14 ft13 ft 7 in13 ft
2×10 at 24 in11 ft 5 in11 ft 1 in10 ft 7 in
2×12 at 12 in18 ft18 ft17 ft 5 in
2×12 at 16 in16 ft 6 in15 ft 9 in15 ft 1 in
2×12 at 24 in13 ft 6 in12 ft 10 in12 ft 4 in

What the table assumes

  • No. 2 grade lumber. That is the usual grade for treated deck framing. Check the stamp on every joist, not just the first one.
  • Wet service. The spans already allow for the wood being outdoors and damp.
  • A 10 psf dead load (the weight of the framing and decking) on top of the live load or snow load. Heavy extras such as a hot tub, stone pavers or a planter wall are outside the table.
  • A deflection limit of L/Δ = 360. Under full load, the joist may sag no more than its span divided by 360 — about 3/8 in on an 11 ft 10 in span.
  • Single-span joists, measured face to face of the supports.
  • Incising. The Douglas fir-larch, hem-fir and SPF spans include the strength reduction for incising (the small slits cut into treated lumber so the preservative soaks in). The redwood, cedar, ponderosa and red pine spans do not — if your lumber from that group is incised, ask your building department how to treat it.
  • Not sure of the species? The redwood and cedar group has the shortest span in almost every row, but not all: at 70 psf, a 2×6 at 24 in reaches 5 ft 10 in in that group and only 5 ft 9 in in the fir group. The calculator’s “Not sure” option takes the shortest of the three for your exact row, so it is safe either way.

How far joists can overhang the beam (cantilever)

Joists may run on past the beam, but Table R507.6 caps that overhang by the back span — the span behind the beam, which is the span you enter above. At short back spans the limit is a quarter of the back span (1 ft at 4 ft, 1 ft 6 in at 6 ft, 2 ft at 8 ft for most rows). Longer back spans leave the joist less reserve, so the limit levels off, can drop, and becomes NP (not permitted) near the joist’s span limit. It doesn’t change with joist spacing. Between the listed back spans you may interpolate; outside them you may not — the calculator does both for you.

2021 IRC Table R507.6, maximum cantilever for a 40 psf live load. NP = not permitted. The overhang is checked at L/Δ = 180 with a 220 lb point load on its end (footnote d). Snow loads over 40 psf lower some limits — set the load in the calculator.
Joist, species group (40 psf)4 ft back span6 ft back span8 ft back span10 ft back span12 ft back span14 ft back span16 ft back span18 ft back span
2×6, Southern pine1 ft1 ft 6 in1 ft 5 inNPNPNPNPNP
2×6, DF-L / hem-fir / SPF1 ft1 ft 6 in1 ft 4 inNPNPNPNPNP
2×6, Redwood / cedar group1 ft1 ft 4 in1 ft 1 inNPNPNPNPNP
2×8, Southern pine1 ft1 ft 6 in2 ft2 ft 6 in2 ft 3 inNPNPNP
2×8, DF-L / hem-fir / SPF1 ft1 ft 6 in2 ft2 ft 3 in2 ftNPNPNP
2×8, Redwood / cedar group1 ft1 ft 6 in2 ft1 ft 11 inNPNPNPNP
2×10, Southern pine1 ft1 ft 6 in2 ft2 ft 6 in3 ft3 ft 4 in3 ft 4 inNP
2×10, DF-L / hem-fir / SPF1 ft1 ft 6 in2 ft2 ft 6 in3 ft3 ft 3 inNPNP
2×10, Redwood / cedar group1 ft1 ft 6 in2 ft2 ft 6 in3 ft2 ft 9 inNPNP
2×12, Southern pine1 ft1 ft 6 in2 ft2 ft 6 in3 ft3 ft 6 in4 ft4 ft 1 in
2×12, DF-L / hem-fir / SPF1 ft1 ft 6 in2 ft2 ft 6 in3 ft3 ft 6 in3 ft 11 in3 ft 11 in
2×12, Redwood / cedar group1 ft1 ft 6 in2 ft2 ft 6 in3 ft3 ft 6 in3 ft 8 inNP

Snow loads

Section R507.1 has you design a deck for the 40 psf live load or your area’s ground snow load, whichever is greater. The table does not assume snow and people at full load at the same time. Above 40 psf, pick the snow-load row — spans drop by up to a couple of feet:

2021 IRC Table R507.6 at 16 in on center. For 12 or 24 in spacing under snow, set the calculator above — it holds every row of the table.
Joist, species group (16 in on center)40 psf50 psf60 psf70 psf
2×6, Southern pine9 ft8 ft 4 in7 ft 10 in7 ft 6 in
2×6, DF-L / hem-fir / SPF8 ft 4 in8 ft7 ft 6 in7 ft 1 in
2×6, Redwood / cedar group8 ft7 ft 6 in7 ft6 ft 8 in
2×8, Southern pine11 ft 10 in11 ft10 ft 4 in9 ft 10 in
2×8, DF-L / hem-fir / SPF11 ft 1 in10 ft 7 in9 ft 11 in9 ft 5 in
2×8, Redwood / cedar group10 ft 7 in9 ft 10 in9 ft 3 in8 ft 10 in
2×10, Southern pine14 ft13 ft 9 in12 ft 9 in11 ft 11 in
2×10, DF-L / hem-fir / SPF13 ft 7 in13 ft 3 in12 ft 4 in11 ft 6 in
2×10, Redwood / cedar group13 ft12 ft 7 in11 ft 9 in11 ft
2×12, Southern pine16 ft 6 in16 ft 2 in15 ft14 ft
2×12, DF-L / hem-fir / SPF15 ft 9 in15 ft 5 in14 ft 3 in13 ft 4 in
2×12, Redwood / cedar group15 ft 1 in14 ft 9 in13 ft 8 in12 ft 9 in

Limits the span table does not cover

  • No extrapolation. Spans longer than the table, overhangs with back spans outside 4–18 ft, loads above 70 psf and other lumber sizes need an engineered design. Don’t stretch a number from the chart.
  • Decking sets the spacing too (R507.7). 5/4 (1-1/4 in) wood decking laid square to the joists needs joists at 16 in on center or closer where each board crosses three or more joists, and 12 in where it only spans between two. 2 in wood decking allows 24 in. Diagonal decking needs closer spacing, and composite or plastic decking follows the span on its label.
  • Beams, ledgers, posts and footings have their own requirements in Section R507. A joist that passes here says nothing about what holds it up.
  • Local rules win. Many jurisdictions amend the IRC, and an engineered design or a manufacturer’s engineered joist replaces this table entirely.

Common span mistakes

The costly mistakes are reading the wrong column: using the Southern pine figure for hem-fir or cedar lumber, using the 12 in figure while framing at 16 in, or forgetting that a snowy area needs the snow row. Measuring to the centre of the beam or to the deck’s outer edge only makes your number longer, which errs on the safe side. Two worked examples show where the common sizes land: How far can a 2x8 deck joist span and How far can a 2x10 deck joist span. Once the framing is settled, count the surface boards — for example How many deck boards for a 12x16 deck.

Older span charts can disagree. Design values for visually graded Southern pine were lowered in 2013, and the IRC deck joist table has been reworked since (this page uses Table R507.6 of the 2021 IRC). Charts from the 2015 IRC and earlier, older deck guides and how-to books can show longer Southern pine spans than the figures here. Use the table from the code edition your building department enforces, and check your local code.

CalculatorDeck Board Calculator →Framing settled? Count the deck boards and screws.

What you’ll need

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Frequently asked questions

How far can a 2x6 deck joist span?

At 16 in on center under a 40 psf live load: 9 ft in Southern pine, 8 ft 4 in in Douglas fir-larch, hem-fir or SPF, and 8 ft in redwood or western cedar. At 12 in on center, Southern pine reaches 9 ft 11 in.

How far can a 2x12 deck joist span?

At 16 in on center under a 40 psf live load: 16 ft 6 in in Southern pine, 15 ft 9 in in Douglas fir-larch, hem-fir or SPF, and 15 ft 1 in in redwood or western cedar. The longest span anywhere in the table is 18 ft, for 2×12s at 12 in on center.

Is a deck joist span measured to the center of the beam?

No — the span is the clear distance between the faces of the supports, ledger face to beam face. Measuring to the beam’s center gives a slightly longer number, which is on the safe side. The overhang past the beam is a cantilever and is limited separately.

How far can deck joists cantilever past the beam?

It depends on the back span behind the beam. Under a 40 psf live load, Table R507.6 allows 2 ft at an 8 ft back span for 2×8s in every species group, 3 ft for 2×10s at a 12 ft back span, and at most 4 ft 1 in (Southern pine 2×12 at 18 ft). Near a joist’s span limit it becomes NP — no overhang at all. Enter your span and overhang above to check yours.

Can 5/4 deck boards go on joists 24 inches on center?

Not under IRC Table R507.7. 5/4 (1-1/4 in) wood decking laid square to the joists needs 16 in spacing or closer when each board crosses at least three joists, and 12 in when it spans only two. 2 in thick decking is allowed at 24 in. Composite decking follows its label.

Why does my deck joist span get shorter with a snow load?

The IRC has you design a deck for the 40 psf live load or your ground snow load, whichever is greater. At 50, 60 or 70 psf of snow each joist carries more, so Table R507.6 allows a shorter span — see the snow chart above, or set the load in the calculator.

Sources