Header Span Calculator & Garage Door Header Size

Header size = the smallest built-up lumber whose IRC table span covers the opening: a 9 ft garage door in a 24 ft wide house with a 30 psf snow load needs a 3-2x12 header.

Units
Common openings
Opening width
ft
in

Rough opening between the jack studs. A 9 ft garage door needs a 9 ft opening.

ft

Across the ridge.

psf

Below 30 psf use 30.

Wall studs

Smallest header for a 9 ft opening

3-2×123 plies of 2×12

Good for up to 10 ft 1 in, with 2 jack studs and 3 king studs at each end.

Garage door header size at this load

Smallest header for common garage door widths
Door openingSmallest headerMax span
8 ft2-2×128 ft 1 in
9 ft3-2×1210 ft 1 in
10 ft3-2×1210 ft 1 in
12 ftLVL or steelover the table
16 ftLVL or steelover the table
18 ftLVL or steelover the table

Header span chart: exterior wall, roof and ceiling, 30 psf snow

Maximum header span by size and building width
HeaderWidth 12 ftWidth 24 ftWidth 36 ft
1-2×64 ft1J3 ft 1 in2J2 ft 7 in2J
1-2×85 ft 1 in2J3 ft 11 in2J3 ft 3 in2J
1-2×106 ft2J4 ft 8 in2J3 ft 11 in2J
1-2×127 ft 1 in2J5 ft 5 in2J4 ft 7 in3J
2-2×44 ft1J3 ft 1 in1J2 ft 7 in1J
2-2×66 ft1J4 ft 7 in1J3 ft 10 in1J
2-2×87 ft 7 in1J5 ft 9 in1J4 ft 10 in2J
2-2×109 ft1J6 ft 10 in2J5 ft 9 in2J
2-2×1210 ft 7 in2J8 ft 1 in2J6 ft 10 in2J
3-2×89 ft 5 in1J7 ft 3 in1J6 ft 1 in1J
3-2×1011 ft 3 in1J8 ft 7 in1J7 ft 3 in2J
3-2×1213 ft 2 in1J10 ft 1 in2J8 ft 6 in2J
4-2×810 ft 11 in1J8 ft 4 in1J7 ft1J
4-2×1012 ft 11 in1J9 ft 11 in1J8 ft 4 in1J
4-2×1215 ft 3 in1J11 ft 8 in1J9 ft 10 in2J

Dark figures span your 9 ft opening. J = jack studs at each end. No. 2 Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir, IRC 2021 Table R602.7(1).

Smallest header for your opening under each load

Smallest header by what the wall carries
The wall carriesSmallest headerMax span
Roof and ceiling3-2×1210 ft 1 in
Roof, ceiling and one center-bearing floor4-2×129 ft 8 in
Roof, ceiling and one clear-span floorLVL or steelover the table
Roof, ceiling and two center-bearing floorsLVL or steelover the table
Roof, ceiling and two clear-span floorsLVL or steelover the table

IRC header check

  • Opening 9 ft

    10 ft 1 in max for 3-2×12, IRC Table R602.7(1)

  • Building width 24 ft

    36 ft max in the table

  • Jack studs each end 2

    NJ in Table R602.7(1)

  • King studs each end 3

    Table R602.7.5, up to 140 mph

A header holds up the wall, floor or roof above the opening. These are prescriptive tables for ordinary houses with No. 2 lumber; wide buildings, heavy snow, point loads and engineered headers need a design. Have an engineer or your building department verify the size before you cut into a bearing wall.
The math
  1. Table column

    IRC R602.7(1), roof and ceiling, 30 psf snow, building width 24 ft (interpolated between 12, 24 and 36 ft) = 3-2×12 to 10 ft 1 in

  2. Smallest that spans

    2-ply headers first, shallowest whose span ≥ 9 ft = 3-2×12

  3. Header length

    9 ft + 2 jack studs each end × 1½ in × 2 = 9 ft 6 in

Header size is the smallest built-up lumber whose IRC table span covers the opening: a 9 ft garage door in a 24 ft wide house with a 30 psf snow load needs a 3-2x12 header, good for 10 ft 1 in. Enter your opening above and the calculator gives the smallest header, the jack and king studs at each end, and the whole header span chart.

How the header size is found

IRC 2021 Table R602.7(1) lists the longest span of each built-up header in an exterior bearing wall, for No. 2 Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir (one set of numbers covers all four). The span depends on what sits on the wall (roof and ceiling only, or also one or two floors, center-bearing or clear-span), the building width measured across the ridge (12, 24 or 36 ft), and the ground snow load (30, 50 or 70 psf). Each cell also names the jack studs (NJ) needed under each end. Full-height king studs come from Table R602.7.5.

Span at your width = span at the lower width + (span at the upper width − span at the lower width) × (your width − lower width) ÷ 12 ft.

The calculator takes the shallowest header with the number of plies your wall wants (two 2× plies with a ½ in plywood spacer for a 2x4 wall, three plies for a 2x6 wall) whose span covers the opening, and only then adds plies.

Worked example: a 9 ft garage door

A 9 ft 0 in opening in an exterior wall of a house 24 ft wide, carrying roof and ceiling only, ground snow load 30 psf, 2x4 walls:

  • 2-2x12 spans 8 ft 1 in, which is short by 11 in.
  • 3-2x12 spans 10 ft 1 in and passes, with 2 jack studs at each end.
  • The wall needs 3 king studs at each end for winds up to 140 mph (Table R602.7.5, 9 ft rounds up to the 10 ft row).

Garage door header size

A garage door header carries the same roof and ceiling load as any other exterior header, so the sizes above apply. For a house 24 ft wide with a 30 psf snow load, roof and ceiling only:

Garage door openingSmallest headerMax spanJack studs each end
8 ft2-2x128 ft 1 in2
9 ft3-2x1210 ft 1 in2
10 ft3-2x1210 ft 1 in2
12 ftnone in the table
16 ftnone in the table
18 ftnone in the table

Sawn lumber runs out at about 10 ft here. A 16 ft or 18 ft double garage door is a glulam, LVL or steel header sized by the manufacturer or an engineer: try the LVL beam calculator for a first size or the steel beam calculator. Tap a garage door chip above and the tables update for that width.

What changes the header size

Under the same 9 ft opening and 30 psf snow, changing one thing at a time:

  • Building width: a 12 ft wide building needs 2-2x10 (9 ft 0 in), 24 ft needs 3-2x12 (10 ft 1 in) and 36 ft needs 4-2x12 (9 ft 10 in).
  • Snow load: 30 psf uses the 3-2x12, 50 psf needs a 4-2x12 (10 ft 0 in), and 70 psf has no sawn-lumber answer.
  • A floor above: with a center-bearing floor added, the answer becomes a 4-2x12 (9 ft 8 in); with a clear-span floor or two floors above, no lumber header spans 9 ft.
  • Top of the header not braced: for 2×8 and deeper, the code multiplies the span by 0.7. Turn the brace option off to see the effect.

Header on an interior wall or an open porch

Interior bearing walls and open porch beams use Tables R602.7(2) and R602.7(3). The beam span calculator covers both and draws the framed wall. Nonbearing walls can use a flat 2x4 header up to 8 ft (R602.7.4).

Next questions

Tables like R602.7(1) are for ordinary houses with uniform loads. Point loads from a beam or post, buildings wider than 36 ft and ground snow above 70 psf need a designed header. Have an engineer or your building department verify the size before you cut into a bearing wall.