Southern pine (SYP) span tables (2021 IRC)

Southern pine SS · No. 1 · No. 2 · No. 3 12 · 16 · 19.2 · 24" on center

Every span the 2021 International Residential Code lists for Southern pine, in one place: both floor joist tables, both ceiling joist tables, both rafter tables, and the deck joist table's line for it. A 2×8 Southern pine No. 2 floor joist at 16-inch centers spans up to 11’10” under standard residential living-area loads (2021 IRC Table R502.3.1(2)).

40 psf live · 10 dead · L/360
11’10”
Per 2021 IRC Table R502.3.1(2) — residential living areas, 40 psf live / 10 psf dead / L/360.

What the tables list for Southern pine

Cut across the South and up the East Coast, and the framing stock most yards there carry. It is dense and hard, holds a fastener well, and it takes preservative treatment readily — which is why most of the pressure-treated 2× lumber sold east of the Rockies is Southern pine.

The American Wood Council publishes its 2×8 No. 2 bending value at Fb = 1,065 psi, the lowest of the four species these tables list (AWC Design Values for Joists and Rafters).

Across the 416 cells the six floor, ceiling and rafter tables list for all four species, Southern pine lists the longest span of the four outright in 29, ties for longest in 42, and lists the shortest in 188. Against Douglas fir-larch alone, over the same 416 cells: Douglas fir-larch lists a longer span in 345, the same span in 42, and a shorter span in 29.

One more reason a chart and the code can disagree on this species in particular: the published design values for visually graded Southern pine were lowered in 2013, so any Southern pine span chart printed before that shows longer spans than the current code table lists. The number a plan reviewer checks is the one in the 2021 IRC table.

Point loads, cantilevers beyond the table footnotes, unusual snow loads, or anything else outside the table's stated conditions — that's an engineer's question.


Southern pine floor joist spans

Both floor joist tables the code publishes, sliced to Southern pine: grade and on-center spacing down the side, lumber size across the top. Each size column links to the page carrying that size across all four species.

Residential sleeping areas — 2021 IRC Table R502.3.1(1)

Grade Spacing 2×6 floor joist 2×8 floor joist 2×10 floor joist 2×12 floor joist
Select Structural 12" on center 12’3” 16’2” 20’8” 25’1”
16" on center 11’2” 14’8” 18’9” 22’10”
19.2" on center 10’6” 13’10” 17’8” 21’6”
24" on center 9’9” 12’10” 16’5” 19’11”
No. 1 12" on center 11’10” 15’7” 19’10” 24’2”
16" on center 10’9” 14’2” 18’0” 21’4”
19.2" on center 10’1” 13’4” 16’5” 19’6”
24" on center 9’4” 12’4” 14’8” 17’5”
No. 2 12" on center 11’3” 14’11” 18’1” 21’4”
16" on center 10’3” 13’3” 15’8” 18’6”
19.2" on center 9’6” 12’1” 14’4” 16’10”
24" on center 8’6” 10’10” 12’10” 15’1”
No. 3 12" on center 9’2” 11’6” 14’0” 16’6”
16" on center 7’11” 10’0” 11’1” 14’4”
19.2" on center 7’3” 9’1” 11’0” 13’1”
24" on center 6’5” 8’2” 9’10” 11’8”

2021 IRC Table R502.3.1(1) — residential sleeping areas, 30 psf live / 10 psf dead / L/360, Southern pine. table source

Residential living areas — 2021 IRC Table R502.3.1(2)

Grade Spacing 2×6 floor joist 2×8 floor joist 2×10 floor joist 2×12 floor joist
Select Structural 12" on center 11’2” 14’8” 18’9” 22’10”
16" on center 10’2” 13’4” 17’0” 20’9”
19.2" on center 9’6” 12’7” 16’0” 19’6”
24" on center 8’10” 11’8” 14’11” 18’1”
No. 1 12" on center 10’9” 14’2” 18’0” 21’11”
16" on center 9’9” 12’10” 16’1” 19’1”
19.2" on center 9’2” 12’1” 14’8” 17’5”
24" on center 8’6” 11’3” 13’1” 15’7”
No. 2 12" on center 10’3” 13’6” 16’2” 19’1”
16" on center 9’4” 11’10” 14’0” 16’6”
19.2" on center 8’6” 10’10” 12’10” 15’1”
24" on center 7’7” 9’8” 11’5” 13’6”
No. 3 12" on center 8’2” 10’3” 12’6” 14’9”
16" on center 7’1” 8’11” 10’10” 12’10”
19.2" on center 6’5” 8’2” 9’10” 11’8”
24" on center 5’9” 7’3” 8’10” 10’5”

2021 IRC Table R502.3.1(2) — residential living areas, 40 psf live / 10 psf dead / L/360, Southern pine. table source

The two tables differ in one thing: the live load the floor is checked against. Both carry the same 10 psf dead load and the same L/360 deflection limit, so the lighter live load is what lets the sleeping-area table list a longer span for the same stick of lumber. Both in full, all four species: the 2021 IRC floor joist span tables.


Southern pine ceiling joist spans

Both ceiling joist tables, sliced to Southern pine. These are attic floors, not living-area floors: the load cases are lighter and deflection is held to L/240, which is why so many cells run past the end of the table.

Uninhabitable attics without storage — 2021 IRC Table R802.5.1(1)

Grade Spacing 2×4 ceiling joist 2×6 ceiling joist 2×8 ceiling joist 2×10 ceiling joist
Select Structural 12" on center 12’11” 20’3” 26’+ 26’+
16" on center 11’9” 18’5” 24’3” 26’+
19.2" on center 11’0” 17’4” 22’10” 26’+
24" on center 10’3” 16’1” 21’2” 26’+
No. 1 12" on center 12’5” 19’6” 25’8” 26’+
16" on center 11’3” 17’8” 23’10” 26’+
19.2" on center 10’7” 16’8” 22’0” 26’+
24" on center 9’10” 15’6” 20’5” 24’0”
No. 2 12" on center 11’10” 18’8” 24’7” 26’+
16" on center 10’9” 16’11” 21’7” 25’7”
19.2" on center 10’2” 15’7” 19’8” 23’5”
24" on center 9’3” 13’11” 17’7” 20’11”
No. 3 12" on center 10’1” 14’11” 18’9” 22’9”
16" on center 8’9” 12’11” 16’3” 19’9”
19.2" on center 8’0” 11’9” 14’10” 18’0”
24" on center 7’2” 10’6” 13’3” 16’1”

2021 IRC Table R802.5.1(1) — uninhabitable attics without storage, 10 psf live / 5 psf dead / L/240, Southern pine. table source

Uninhabitable attics with limited storage — 2021 IRC Table R802.5.1(2)

Grade Spacing 2×4 ceiling joist 2×6 ceiling joist 2×8 ceiling joist 2×10 ceiling joist
Select Structural 12" on center 10’3” 16’1” 21’2” 26’+
16" on center 9’4” 14’7” 19’3” 24’7”
19.2" on center 8’9” 13’9” 18’2” 23’1”
24" on center 8’1” 12’9” 16’10” 21’6”
No. 1 12" on center 9’10” 15’6” 20’5” 24’0”
16" on center 8’11” 14’0” 17’9” 20’9”
19.2" on center 8’5” 12’9” 16’2” 18’11”
24" on center 7’8” 11’5” 14’6” 16’11”
No. 2 12" on center 9’3” 13’11” 17’7” 20’11”
16" on center 8’0” 12’0” 15’3” 18’1”
19.2" on center 7’4” 11’0” 13’11” 16’6”
24" on center 6’7” 9’10” 12’6” 14’9”
No. 3 12" on center 7’2” 10’6” 13’3” 16’1”
16" on center 6’2” 9’2” 11’6” 14’0”
19.2" on center 5’8” 8’4” 10’6” 12’9”
24" on center 5’1” 7’5” 9’5” 11’5”

2021 IRC Table R802.5.1(2) — uninhabitable attics with limited storage, 20 psf live / 10 psf dead / L/240, Southern pine. table source

Both in full, all four species: the 2021 IRC ceiling joist span tables.


Southern pine rafter spans

Two of the eight rafter span tables in the 2021 IRC R802.4.1 set, sliced to Southern pine — both of them ceiling-not-attached cases, at the L/180 deflection limit those tables state. The other six load variants in that set are not covered on this site.

Roof live load 20 psf, ceiling not attached to rafters — 2021 IRC Table R802.4.1(1)

Grade Spacing 2×4 rafter 2×6 rafter 2×8 rafter 2×10 rafter 2×12 rafter
Select Structural 12" on center 11’3” 17’8” 23’4” 26’+ 26’+
16" on center 10’3” 16’1” 21’2” 26’+ 26’+
19.2" on center 9’8” 15’2” 19’11” 25’5” 26’+
24" on center 8’11” 14’1” 18’6” 23’8” 26’+
No. 1 12" on center 10’10” 17’0” 22’5” 26’+ 26’+
16" on center 9’10” 15’6” 19’10” 23’2” 26’+
19.2" on center 9’3” 14’3” 18’1” 21’2” 25’2”
24" on center 8’7” 12’9” 16’2” 18’11” 22’6”
No. 2 12" on center 10’4” 15’7” 19’8” 23’5” 26’+
16" on center 9’0” 13’6” 17’1” 20’3” 23’10”
19.2" on center 8’2” 12’3” 15’7” 18’6” 21’9”
24" on center 7’4” 11’0” 13’11” 16’6” 19’6”
No. 3 12" on center 8’0” 11’9” 14’10” 18’0” 21’4”
16" on center 6’11” 10’2” 12’10” 15’7” 18’6”
19.2" on center 6’4” 9’4” 11’9” 14’3” 16’10”
24" on center 5’8” 8’4” 10’6” 12’9” 15’1”

2021 IRC Table R802.4.1(1) — roof live load 20 psf, ceiling not attached to rafters, 20 psf roof live / 10 psf dead / L/180, Southern pine. table source

Ground snow load 30 psf, ceiling not attached to rafters — 2021 IRC Table R802.4.1(3)

Grade Spacing 2×4 rafter 2×6 rafter 2×8 rafter 2×10 rafter 2×12 rafter
Select Structural 12" on center 9’10” 15’6” 20’5” 26’+ 26’+
16" on center 8’11” 14’1” 18’6” 23’8” 26’+
19.2" on center 8’5” 13’3” 17’5” 22’3” 26’+
24" on center 7’10” 12’3” 16’2” 20’0” 23’7”
No. 1 12" on center 9’6” 14’10” 19’0” 22’3” 26’+
16" on center 8’7” 13’0” 16’6” 19’3” 22’10”
19.2" on center 8’0” 11’10” 15’1” 17’7” 20’11”
24" on center 7’1” 10’7” 13’5” 15’9” 18’8”
No. 2 12" on center 8’7” 12’11” 16’4” 19’5” 22’10”
16" on center 7’6” 11’2” 14’2” 16’10” 19’10”
19.2" on center 6’10” 10’2” 12’11” 15’4” 18’1”
24" on center 6’1” 9’2” 11’7” 13’9” 16’2”
No. 3 12" on center 6’7” 9’9” 12’4” 15’0” 17’9”
16" on center 5’9” 8’6” 10’8” 13’0” 15’4”
19.2" on center 5’3” 7’9” 9’9” 11’10” 14’0”
24" on center 4’8” 6’11” 8’9” 10’7” 12’6”

2021 IRC Table R802.4.1(3) — ground snow load 30 psf, ceiling not attached to rafters, 30 psf ground snow / 10 psf dead / L/180, Southern pine. table source

Both in full, all four species, plus the raised-tie note: the 2021 IRC rafter span tables.


Southern pine deck joist spans

The deck table puts them in a different order. 2021 IRC Table R507.6 gives Southern pine its own line, above the combined Douglas fir-larch / Hem-fir / Spruce-pine-fir line, and across the 48 cells the two lines share Southern pine lists a longer span in 47 and the same span in 1.

Deck joists are quoted from their own table, not the floor table: 2021 IRC Table R507.6 carries a 10 psf dead load, No. 2 grade, the wet service factor for lumber that gets wet, and deflection held to L/360 — and it runs ground snow load cases a floor table never sees. This is the table pressure-treated deck framing is read from.

Load case Joist size 12" on center16" on center24" on center
40 psf live load 2×6 deck joists 9’11” 9’0” 7’7”
2×8 deck joists 13’1” 11’10” 9’8”
2×10 deck joists 16’2” 14’0” 11’5”
2×12 deck joists 18’0” 16’6” 13’6”
50 psf ground snow load 2×6 deck joists 9’2” 8’4” 7’4”
2×8 deck joists 12’1” 11’0” 9’5”
2×10 deck joists 15’5” 13’9” 11’3”
2×12 deck joists 18’0” 16’2” 13’2”
60 psf ground snow load 2×6 deck joists 8’8” 7’10” 6’10”
2×8 deck joists 11’5” 10’4” 8’9”
2×10 deck joists 14’7” 12’9” 10’5”
2×12 deck joists 17’3” 15’0” 12’3”
70 psf ground snow load 2×6 deck joists 8’3” 7’6” 6’5”
2×8 deck joists 10’10” 9’10” 8’2”
2×10 deck joists 13’9” 11’11” 9’9”
2×12 deck joists 16’2” 14’0” 11’5”

2021 IRC Table R507.6 — 40 psf live load, 50 psf ground snow load, 60 psf ground snow load, 70 psf ground snow load; 10 psf dead load, No. 2 grade, wet service factor included, deflection L/360, Southern pine. table source

The same table's cantilever limits — the maximum overhang past the beam, against each joist back span — are on the 2021 IRC deck joist span tables. The beam those joists land on is a different table again: deck beam spans.


Southern pine grades, and what the stamp says

Species is only half the row. Every species is graded, and the grade is a visual sort — how many knots, how big, where they fall, how straight the grain runs. Tighter sort, longer listed span. Taking a 2×8 Southern pine at 16-inch centers straight down the grade column of 2021 IRC Table R502.3.1(2):

No. 1 and No. 2 are different rows for Southern pine: of the 104 cells the six tables list at both grades, 2 match and the rest do not.

The number that applies is the one stamped on the piece. A grade stamp names the grading agency, the species or species combination, the grade, and the moisture condition at surfacing — and that stamp, not the invoice or the bin label, is what an inspector reads.


Headers and girders are not split by species

2021 IRC Tables R602.7(1) and R602.7(2) list one set of spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir together, so a Southern pine header is read off the same row as any of the other three, with the same jack-stud count at each end. Those tables — exterior bearing walls, and the interior bearing walls and floor girders of R602.7(2) — are on the header and girder spans page.


Common questions

How far can a 2×8 Southern pine floor joist span?

2021 IRC Table R502.3.1(2) lists a 2×8 Southern pine No. 2 floor joist under residential living-area loads at 13’6” at 12-inch centers, 11’10” at 16-inch centers, 10’10” at 19.2-inch centers, 9’8” at 24-inch centers. Change the grade, the size, the load case or the assembly and you are reading a different cell — every one of them for this species is on this page.

Which spans farther, Southern pine or Douglas fir-larch?

Against Douglas fir-larch alone, over the same 416 cells: Douglas fir-larch lists a longer span in 345, the same span in 42, and a shorter span in 29. Across the 416 cells the six floor, ceiling and rafter tables list for all four species, Southern pine lists the longest span of the four outright in 29, ties for longest in 42, and lists the shortest in 188. Read the row for the species stamped on the lumber you actually have — whether a substitution against an approved plan is acceptable is your building department's call, not the table's.

Which deck joist row does Southern pine use?

The deck table puts them in a different order. 2021 IRC Table R507.6 gives Southern pine its own line, above the combined Douglas fir-larch / Hem-fir / Spruce-pine-fir line, and across the 48 cells the two lines share Southern pine lists a longer span in 47 and the same span in 1. A 2×8 at 16-inch centers under the 40 psf live load case is listed at 11’10” on that line. The deck table also carries the cantilever limits, on the 2021 IRC Table R507.6 page.

Is there a separate header span for Southern pine?

No. 2021 IRC Tables R602.7(1) and R602.7(2) list one set of header and girder spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir together, so a Southern pine header is read off the same row as any of the other three, at the same jack-stud count. Point loads, cantilevers beyond the table footnotes, unusual snow loads, or anything else outside the table's stated conditions — that's an engineer's question.


The other three species

Same tables, one species at a time: Douglas fir-larch spans · Hem-fir spans · Spruce-pine-fir spans

All four side by side, and why the same 2×8 lists a different span in each row: the species comparison.

Local codes amend these tables and your inspector has the final word — confirm with your building department.