Deck Joist Span Chart
How far deck joists can span by species, size and spacing — including the snow-load columns most charts leave out — then a calculator that takes your decking, joists, overhang and beam through to the footings. Planning numbers from the published tables; your building department approves the plan.
Last updated · Tables: 2021 & 2024 IRC, AWC DCA 6-15
The short answer
At 16 inches on center, a No. 2 southern pine deck joist spans up to 11'-10" as a 2x8, 14'-0" as a 2x10 and 16'-6" as a 2x12 (40 psf, IRC Table R507.6 and AWC DCA 6). Douglas fir, hem-fir and SPF span 5–9 in less; cedar and redwood less again. Heavier snow loads shorten every span.
Deck joist span chart (IRC Table R507.6)
Maximum span for No. 2 lumber at a 40 psf live load (and ground snow load up to 40 psf). 16 in on center, the most common spacing, is in bold.
| Species group | Joist | 12 in o.c. | 16 in o.c. | 24 in o.c. |
|---|---|---|---|---|
| Southern pine | 2x6 | 9'-11" | 9'-0" | 7'-7" |
| 2x8 | 13'-1" | 11'-10" | 9'-8" | |
| 2x10 | 16'-2" | 14'-0" | 11'-5" | |
| 2x12 | 18'-0" | 16'-6" | 13'-6" | |
| Douglas fir-larch, hem-fir, spruce-pine-fir | 2x6 | 9'-6" | 8'-4" | 6'-10" |
| 2x8 | 12'-6" | 11'-1" | 9'-1" | |
| 2x10 | 15'-8" | 13'-7" | 11'-1" | |
| 2x12 | 18'-0" | 15'-9" | 12'-10" | |
| Redwood, western cedars, ponderosa pine, red pine | 2x6 | 8'-10" | 8'-0" | 6'-10" |
| 2x8 | 11'-8" | 10'-7" | 8'-8" | |
| 2x10 | 14'-11" | 13'-0" | 10'-7" | |
| 2x12 | 17'-5" | 15'-1" | 12'-4" |
50 psf ground snow load
| Species group | Joist | 12 in o.c. | 16 in o.c. | 24 in o.c. |
|---|---|---|---|---|
| Southern pine | 2x6 | 9'-2" | 8'-4" | 7'-4" |
| 2x8 | 12'-1" | 11'-0" | 9'-5" | |
| 2x10 | 15'-5" | 13'-9" | 11'-3" | |
| 2x12 | 18'-0" | 16'-2" | 13'-2" | |
| Douglas fir-larch, hem-fir, spruce-pine-fir | 2x6 | 8'-10" | 8'-0" | 6'-8" |
| 2x8 | 11'-7" | 10'-7" | 8'-11" | |
| 2x10 | 14'-10" | 13'-3" | 10'-10" | |
| 2x12 | 17'-9" | 15'-5" | 12'-7" | |
| Redwood, western cedars, ponderosa pine, red pine | 2x6 | 8'-3" | 7'-6" | 6'-6" |
| 2x8 | 10'-10" | 9'-10" | 8'-6" | |
| 2x10 | 13'-10" | 12'-7" | 10'-5" | |
| 2x12 | 16'-10" | 14'-9" | 12'-1" |
60 psf ground snow load
| Species group | Joist | 12 in o.c. | 16 in o.c. | 24 in o.c. |
|---|---|---|---|---|
| Southern pine | 2x6 | 8'-8" | 7'-10" | 6'-10" |
| 2x8 | 11'-5" | 10'-4" | 8'-9" | |
| 2x10 | 14'-7" | 12'-9" | 10'-5" | |
| 2x12 | 17'-3" | 15'-0" | 12'-3" | |
| Douglas fir-larch, hem-fir, spruce-pine-fir | 2x6 | 8'-4" | 7'-6" | 6'-2" |
| 2x8 | 10'-11" | 9'-11" | 8'-3" | |
| 2x10 | 13'-11" | 12'-4" | 10'-0" | |
| 2x12 | 16'-6" | 14'-3" | 11'-8" | |
| Redwood, western cedars, ponderosa pine, red pine | 2x6 | 7'-9" | 7'-0" | 6'-2" |
| 2x8 | 10'-2" | 9'-3" | 7'-11" | |
| 2x10 | 13'-0" | 11'-9" | 9'-7" | |
| 2x12 | 15'-9" | 13'-8" | 11'-2" |
70 psf ground snow load
| Species group | Joist | 12 in o.c. | 16 in o.c. | 24 in o.c. |
|---|---|---|---|---|
| Southern pine | 2x6 | 8'-3" | 7'-6" | 6'-5" |
| 2x8 | 10'-10" | 9'-10" | 8'-2" | |
| 2x10 | 13'-9" | 11'-11" | 9'-9" | |
| 2x12 | 16'-2" | 14'-0" | 11'-5" | |
| Douglas fir-larch, hem-fir, spruce-pine-fir | 2x6 | 7'-11" | 7'-1" | 5'-9" |
| 2x8 | 10'-5" | 9'-5" | 7'-8" | |
| 2x10 | 13'-3" | 11'-6" | 9'-5" | |
| 2x12 | 15'-5" | 13'-4" | 10'-11" | |
| Redwood, western cedars, ponderosa pine, red pine | 2x6 | 7'-4" | 6'-8" | 5'-10" |
| 2x8 | 9'-8" | 8'-10" | 7'-4" | |
| 2x10 | 12'-4" | 11'-0" | 9'-0" | |
| 2x12 | 14'-9" | 12'-9" | 10'-5" |
Basis: 10 psf dead load, No. 2 grade, wet service, deflection L/360; snow not added to live load; DF-L, hem-fir and SPF values include the incising factor. Source: 2024 IRC Table R507.6, identical in the 2021 IRC. At 40 psf the spans are the same as AWC DCA 6-15 Table 2. Snow drops a southern pine 2x10 at 16 in by 25 in between the 40 and 70 psf columns.
Deck joist span calculator
Enter the deck and the boards going on top. The calculator takes the joist spacing your decking allows, finds the smallest joist that spans it, checks the overhang past the beam, sizes the beam for your post spacing, then hands the layout to the footing calculator.
Joist span
11'-0"
Joist spacing your decking allows
16 in on center
Joists · Southern pine · 40 psf
2x8 at 16 in o.c.
Overhang past the beam
1 ft — OK
Beam · posts 8 ft apart
2-2x10 or 3-2x8
- The ledger: at least a 2x8, bolted or lagged to the house band joist to the IRC fastener table, flashed, and never hung on brick or stone veneer (IRC R507.9).
- Hot tubs, roofs, privacy walls and planters put loads on a deck that these tables don’t cover. Ask your building department whether the plan needs an engineer.
- Planning numbers from the IRC tables — your building department approves the plan. What this doesn’t cover
What “span” means on a deck
Measure the joist span between the faces of what holds the joists up. On a typical ledger deck 12 ft deep with the beam 11 ft out, the joists span just under 11 ft and overhang 1 ft. A southern pine 2x8 at 16 in covers it (11'-10"), may overhang up to 2'-4" at that span, and with posts 8 ft apart the beam can be a 2-2x10 (8'-0" allowed).
Your decking decides the joist spacing
Before choosing joists, check how far apart the deck boards let them be. The IRC sets it for wood decking; diagonal boards cross more of the gap between joists, so they need joists closer together.
| Decking | Square to joists | Diagonal (≤ 45°) |
|---|---|---|
| 5/4 (1¼ in) wood | 16 in12 in on two joists | 12 in8 in on two joists |
| 2x (2 in) wood | 24 in24 in on two joists | 24 in18 in on two joists |
| Composite / PVC | The spacing on the board’s label (ASTM D7032), per the manufacturer’s instructions | |
The bold figures are for boards that run over three or more joists, which is almost every board on a deck. For composite boards the IRC (R507.7, R507.2.2) defers to the span printed on the label; many brands list a closer spacing for diagonal or herringbone layouts, so check before you order joists. Stair treads have their own spacing — see the deck stair calculator.
Which species group is your lumber?
The grade stamp on each board names the species and grade. The tables assume No. 2 or better. Treated lumber is usually southern pine in the East and South, and hem-fir or Douglas fir in the West, where it is often incised (rows of small slits that help the preservative in).
| Table group | Note |
|---|---|
| Southern pine | Longest spans in the table |
| DF-L, hem-fir, SPF | Values include the incising reduction |
| Redwood, western cedars, ponderosa, red pine | Shortest spans; cedar and redwood need heartwood or treatment for decay |
Not sure which you have? Use the lowest-spanning group that could apply. The difference is a few inches, and the calculator lets you compare.
Why deck span charts disagree
Search results mix three sources. They agree on joist spans at 40 psf; they differ on everything around them.
| Rule | AWC DCA 6-15 (2015 IRC basis) | 2021 IRC | 2024 IRC |
|---|---|---|---|
| Joist spans at 40 psf | The same values in all three | ||
| Snow loads | 40 psf only | Separate 50, 60 and 70 psf columns | |
| Joist overhang | By joist spacing, never more than ¼ of the span | By back span (table below), never more than ¼ of it | |
| Beam size | By joist span | By “effective” joist span: span × a factor for the overhang | By joist span and overhang together |
Which applies depends on the edition your state or city has adopted, and decks are one of the most amended parts of the code. Many building departments hand out a DCA 6-based deck guide. The calculator uses the IRC tables. Our deck permit table lists the adopted code in 50 cities.
Maximum overhang by back span (40 psf)
| Species / joist | 4 ft | 6 ft | 8 ft | 10 ft | 12 ft | 14 ft | 16 ft | 18 ft |
|---|---|---|---|---|---|---|---|---|
| Southern pine 2x6 | 1'-0" | 1'-6" | 1'-5" | NP | NP | NP | NP | NP |
| Southern pine 2x8 | 1'-0" | 1'-6" | 2'-0" | 2'-6" | 2'-3" | NP | NP | NP |
| Southern pine 2x10 | 1'-0" | 1'-6" | 2'-0" | 2'-6" | 3'-0" | 3'-4" | 3'-4" | NP |
| Southern pine 2x12 | 1'-0" | 1'-6" | 2'-0" | 2'-6" | 3'-0" | 3'-6" | 4'-0" | 4'-1" |
| DF-L 2x6 | 1'-0" | 1'-6" | 1'-4" | NP | NP | NP | NP | NP |
| DF-L 2x8 | 1'-0" | 1'-6" | 2'-0" | 2'-3" | 2'-0" | NP | NP | NP |
| DF-L 2x10 | 1'-0" | 1'-6" | 2'-0" | 2'-6" | 3'-0" | 3'-3" | NP | NP |
| DF-L 2x12 | 1'-0" | 1'-6" | 2'-0" | 2'-6" | 3'-0" | 3'-6" | 3'-11" | 3'-11" |
| Redwood 2x6 | 1'-0" | 1'-4" | 1'-1" | NP | NP | NP | NP | NP |
| Redwood 2x8 | 1'-0" | 1'-6" | 2'-0" | 1'-11" | NP | NP | NP | NP |
| Redwood 2x10 | 1'-0" | 1'-6" | 2'-0" | 2'-6" | 3'-0" | 2'-9" | NP | NP |
| Redwood 2x12 | 1'-0" | 1'-6" | 2'-0" | 2'-6" | 3'-0" | 3'-6" | 3'-8" | NP |
2024 and 2021 IRC Table R507.6; L/180 at the overhang with a 220 lb point load at its end. Values between back spans may be interpolated; NP means no overhang is permitted. The snow-load overhangs are in the calculator.
Beam size and footings: the next two steps
The beam carries half the joist span plus any overhang, between posts. The 2024 IRC tables size it from the joist span and the overhang together, by species and the number of 2x plies (fastened with two rows of 10d nails at 16 in). The beam may run past an end post by up to a quarter of its span, and it must be at least as deep as the joists if they hang on its side.
Maximum beam span at 40 psf (2024 IRC Table R507.5(1)) — columns are joist span & overhang, ft
| Beam | 6 & 0 | 6 & 1.5 · 8 & 0 | 8 & 1 · 10 & 0 | 8 & 2 · 10 & 1 · 12 & 0 | 10 & 2.5 · 12 & 1 · 14 & 0 | 12 & 2 · 14 & 1 · 16 & 0 | 12 & 3 · 14 & 2 · 16 & 1 · 18 & 0 | 14 & 3.5 · 16 & 2.5 · 18 & 1.5 | 18 & 3 | 18 & 4.5 |
|---|---|---|---|---|---|---|---|---|---|---|
| Southern pine | ||||||||||
| 1-2x6 | 4′-10″ | 4′-7″ | 4′-3″ | 4′-0″ | 3′-7″ | 3′-5″ | 3′-3″ | 3′-0″ | 2′-10″ | 2′-8″ |
| 1-2x8 | 6′-4″ | 5′-11″ | 5′-6″ | 5′-1″ | 4′-7″ | 4′-4″ | 4′-2″ | 3′-10″ | 3′-7″ | 3′-5″ |
| 1-2x10 | 7′-6″ | 7′-0″ | 6′-6″ | 6′-0″ | 5′-5″ | 5′-2″ | 4′-11″ | 4′-7″ | 4′-3″ | 4′-0″ |
| 1-2x12 | 8′-8″ | 8′-3″ | 7′-8″ | 7′-1″ | 6′-4″ | 6′-1″ | 5′-10″ | 5′-5″ | 5′-0″ | 4′-9″ |
| 2-2x6 | 7′-4″ | 6′-11″ | 6′-5″ | 5′-11″ | 5′-4″ | 5′-1″ | 4′-10″ | 4′-6″ | 4′-3″ | 4′-0″ |
| 2-2x8 | 9′-4″ | 8′-9″ | 8′-2″ | 7′-7″ | 6′-9″ | 6′-5″ | 6′-2″ | 5′-9″ | 5′-4″ | 5′-0″ |
| 2-2x10 | 11′-0″ | 10′-4″ | 9′-8″ | 9′-0″ | 8′-0″ | 7′-8″ | 7′-4″ | 6′-9″ | 6′-4″ | 6′-0″ |
| 2-2x12 | 13′-0″ | 12′-2″ | 11′-4″ | 10′-7″ | 9′-5″ | 9′-0″ | 8′-7″ | 8′-0″ | 7′-5″ | 7′-0″ |
| 3-2x6 | 9′-0″ | 8′-6″ | 7′-11″ | 7′-5″ | 6′-8″ | 6′-4″ | 6′-1″ | 5′-8″ | 5′-3″ | 4′-11″ |
| 3-2x8 | 11′-7″ | 10′-11″ | 10′-3″ | 9′-6″ | 8′-6″ | 8′-1″ | 7′-9″ | 7′-2″ | 6′-8″ | 6′-4″ |
| 3-2x10 | 13′-11″ | 13′-0″ | 12′-1″ | 11′-2″ | 10′-0″ | 9′-7″ | 9′-2″ | 8′-6″ | 7′-11″ | 7′-6″ |
| 3-2x12 | 16′-3″ | 15′-3″ | 14′-3″ | 13′-3″ | 11′-10″ | 11′-3″ | 10′-9″ | 10′-0″ | 9′-4″ | 8′-10″ |
| Douglas fir-larch, hem-fir, spruce-pine-fir | ||||||||||
| 1-2x6 | 4′-5″ | 4′-1″ | 3′-9″ | 3′-6″ | 3′-0″ | 2′-10″ | 2′-8″ | 2′-5″ | 2′-3″ | 2′-1″ |
| 1-2x8 | 5′-11″ | 5′-6″ | 5′-1″ | 4′-8″ | 4′-0″ | 3′-9″ | 3′-6″ | 3′-2″ | 2′-11″ | 2′-9″ |
| 1-2x10 | 7′-1″ | 6′-8″ | 6′-3″ | 5′-10″ | 5′-1″ | 4′-9″ | 4′-6″ | 4′-1″ | 3′-9″ | 3′-6″ |
| 1-2x12 | 8′-3″ | 7′-9″ | 7′-3″ | 6′-9″ | 6′-0″ | 5′-9″ | 5′-6″ | 5′-0″ | 3′-9″ | 3′-6″ |
| 2-2x6 | 6′-6″ | 6′-1″ | 5′-8″ | 5′-3″ | 4′-9″ | 4′-6″ | 4′-4″ | 3′-11″ | 3′-7″ | 3′-3″ |
| 2-2x8 | 8′-8″ | 8′-2″ | 7′-7″ | 7′-1″ | 6′-4″ | 6′-0″ | 5′-9″ | 5′-2″ | 4′-8″ | 4′-4″ |
| 2-2x10 | 10′-8″ | 10′-0″ | 9′-3″ | 8′-7″ | 7′-9″ | 7′-4″ | 7′-0″ | 6′-6″ | 6′-0″ | 5′-6″ |
| 2-2x12 | 12′-4″ | 11′-7″ | 10′-9″ | 10′-0″ | 8′-11″ | 8′-6″ | 8′-2″ | 7′-7″ | 7′-1″ | 6′-8″ |
| 3-2x6 | 8′-2″ | 7′-8″ | 7′-2″ | 6′-8″ | 6′-0″ | 5′-9″ | 5′-6″ | 5′-1″ | 4′-9″ | 4′-6″ |
| 3-2x8 | 10′-11″ | 10′-3″ | 9′-6″ | 8′-10″ | 7′-11″ | 7′-7″ | 7′-3″ | 6′-8″ | 6′-3″ | 5′-11″ |
| 3-2x10 | 13′-4″ | 12′-6″ | 11′-8″ | 10′-10″ | 9′-8″ | 9′-3″ | 8′-10″ | 8′-2″ | 7′-8″ | 7′-2″ |
| 3-2x12 | 15′-6″ | 14′-6″ | 13′-6″ | 12′-7″ | 11′-3″ | 10′-9″ | 10′-3″ | 9′-6″ | 8′-11″ | 8′-5″ |
| Redwood, western cedars, ponderosa pine, red pine | ||||||||||
| 1-2x6 | 4′-5″ | 4′-2″ | 3′-10″ | 3′-7″ | 3′-1″ | 2′-11″ | 2′-9″ | 2′-6″ | 2′-3″ | 2′-2″ |
| 1-2x8 | 5′-8″ | 5′-4″ | 4′-11″ | 4′-7″ | 4′-1″ | 3′-10″ | 3′-7″ | 3′-3″ | 3′-0″ | 2′-10″ |
| 1-2x10 | 6′-11″ | 6′-6″ | 6′-0″ | 5′-7″ | 5′-0″ | 4′-9″ | 4′-7″ | 4′-2″ | 3′-10″ | 3′-7″ |
| 1-2x12 | 8′-0″ | 7′-6″ | 7′-0″ | 6′-6″ | 5′-10″ | 5′-7″ | 5′-4″ | 4′-11″ | 4′-7″ | 4′-4″ |
| 2-2x6 | 6′-7″ | 6′-2″ | 5′-9″ | 5′-4″ | 4′-10″ | 4′-7″ | 4′-5″ | 4′-0″ | 3′-8″ | 3′-4″ |
| 2-2x8 | 8′-4″ | 7′-10″ | 7′-4″ | 6′-10″ | 6′-1″ | 5′-10″ | 5′-7″ | 5′-2″ | 4′-10″ | 4′-5″ |
| 2-2x10 | 12′-2″* | 9′-7″ | 8′-11″ | 8′-4″ | 7′-5″ | 7′-1″ | 6′-9″ | 6′-3″ | 5′-10″ | 5′-6″ |
| 2-2x12 | 11′-9″ | 11′-1″ | 10′-4″ | 9′-8″ | 8′-7″ | 8′-2″ | 7′-10″ | 7′-3″ | 6′-10″ | 6′-5″ |
| 3-2x6 | 8′-1″ | 7′-8″ | 7′-2″ | 6′-9″ | 6′-0″ | 5′-9″ | 5′-6″ | 5′-1″ | 4′-9″ | 4′-6″ |
| 3-2x8 | 10′-6″ | 9′-10″ | 9′-2″ | 8′-6″ | 7′-7″ | 7′-3″ | 6′-11″ | 6′-5″ | 6′-0″ | 5′-8″ |
| 3-2x10 | 12′-9″ | 12′-0″ | 11′-2″ | 10′-5″ | 9′-4″ | 8′-11″ | 8′-6″ | 7′-10″ | 7′-4″ | 6′-11″ |
| 3-2x12 | 14′-10″ | 13′-11″ | 13′-0″ | 12′-1″ | 10′-9″ | 10′-3″ | 9′-10″ | 9′-1″ | 8′-6″ | 8′-1″ |
* 3 printed cells across the four beam tables break the table’s own order (a heavier column or smaller beam spanning further). The calculator uses the lower neighbouring value there: 40 psf redwood 2-2x10 printed 12-2, used 11'-9"; 50 psf southern pine 3-2x10 printed 8-11, used 8'-4"; 60 psf redwood 3-2x12 printed 8-11, used 8'-4". The 2021 edition prints a different beam table, so check which edition your building department uses.
Then the footings. Each post’s footing is sized by the deck area it carries, and its depth by the frost line and whether the deck is attached. The calculator’s “Size the footings” button opens the deck footing depth and size calculator with this layout filled in.
The ledger is where decks fail. It has to be at least a 2x8, fastened to the house band joist with the bolts or lags in the IRC’s ledger table (R507.9), flashed, and never attached to brick or stone veneer. If that connection can’t be made, build the deck free-standing.
What this calculator doesn’t tell you
- Hot tubs, roofs, privacy screens, heavy planters or anything else beyond the uniform deck load.
- Ground snow loads over 70 psf, joists over 18 ft, or multi-level and elevated decks with braced posts.
- Engineered lumber, steel framing and composite joists — use the manufacturer’s span tables.
- Whether an existing deck is sound. Rot, corroded hangers and loose ledgers aren’t in any span table.
- Local amendments, which override the model code.
Local rules vary. These are planning figures read from the published prescriptive tables, not an engineered design. Your building department approves the plan, and its adopted code and snow load are the ones that count.
Sources and method
Joist spans and overhangs: 2024 IRC Table R507.6, checked cell by cell against the 2021 IRC (identical). Beams: 2024 IRC Tables R507.5(1)–(4). Decking spacing: 2024 IRC Table R507.7 (same in 2021). All read on the International Code Council’s free online view on October 23, 2026. Cross-check and history: AWC’s Prescriptive Residential Wood Deck Construction Guide (DCA 6-15), the current edition, based on the 2015 IRC. We transcribed the numbers into our own tables and drew our own diagram; the code text and the guide remain the authority.
The calculator measures the joist span as the deck’s depth minus the overhang, which slightly overstates it. Beam sizes use the printed column whose joist span and overhang are both at least yours (it doesn’t interpolate).
Frequently asked questions
- How far can a 2x8 deck joist span?
- At 16 in o.c. and 40 psf: 11'-10" southern pine, 11'-1" DF-L / hem-fir / SPF, 10'-7" redwood or cedar. Southern pine at 12 in: 13'-1"; at 24 in: 9'-8".
- How far can a 2x10 deck joist span?
- At 16 in o.c. and 40 psf: 14'-0" southern pine, 13'-7" DF-L / hem-fir / SPF, 13'-0" redwood or cedar — and 11'-11" for southern pine under 70 psf of snow.
- Should deck joists be 12 or 16 inches on center?
- 16 in for 5/4 wood boards square to the joists; 12 in if they run diagonally (IRC Table R507.7). Composite and PVC follow the spacing on their label. 2x wood decking allows 24 in.
- How far can deck joists cantilever past the beam?
- By the back span, up to a quarter of it and often less (IRC Table R507.6): a southern pine 2x10 on a 10 ft span may overhang 2'-6"; a 2x8 on a 14 ft span, not at all. The overhang table
- Can I use 2x6 for deck joists?
- For short spans — 9'-0" in southern pine at 16 in o.c. The ledger must still be a 2x8 or bigger, and DCA 6 wants 2x8 or larger where guard posts attach.
- Do snow loads change deck joist spans?
- Yes: a southern pine 2x10 at 16 in drops from 14'-0" at 40 psf to 11'-11" at 70 psf. Use the column for your ground snow load; above 70 psf the deck needs a design.
- What is the difference between joist span and beam span?
- Joists span ledger to beam; the beam spans post to post. Longer joists load the beam more, so the beam tables shorten its span as the joists get longer. Diagram