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IRC Table R602.3(5). A 2x4 under two floors is a dash, not a spacing

Table R602.3(5) sets stud size against height and spacing, and the cell nobody reads is the two-floor column. A 2x4 bearing wall carrying two floors and a roof is a dash: not a tighter spacing you can reach by adding studs, but outside the prescriptive table entirely. This counts your wall and checks the row.

Wall framing takeoff

ft
ft
in
no.
no.
no.
no.

Every limit here is a cell in Table R602.3(5). Board feet are on the nominal size, because that is how lumber is billed.

Specification summary

Generated from on . Reopen that address to reproduce these figures exactly.

Entered

Result

double top platesole plate
Studs at the spacing entered, against what the table allows

Wall framing prices

As each row states
ItemLowHighUnit
Framing an interior wall, plates and studs$7$16per sq ft
Drywall$1.50$3per sq ft, material
Plaster and lath$3$5per sq ft, material

Source: HomeAdvisor, how much does it cost to build a wall. Last price check: September 13, 2026.

The source gives $984 to $3,212 for a new interior wall, $2,072 on average, and says a load-bearing wall costs about 30 percent more. Its framing figure is per square foot of wall, not per stud: the stud and plate count this calculator works out is the material underneath it. Its headline reads 2025 on a page dated June 2026.

Metal stud framing prices

As each row states
ItemLowHighUnit
Metal stud framing, 2,000 sq ft home$19,000$25,000total
Metal studs, materials$2$4per sq ft
Labor$5$10per sq ft
Framing contractor$10$30per linear ft
Light gauge cold-rolled steel studs$0.50$1.50per linear ft
Permits$450$2,850total

Source: HomeAdvisor, how much does metal stud framing cost. Last price check: September 15, 2026.

The page's own summary line prints the 2,000 sq ft cost as negative one dollar; its table gives $19,000 to $25,000, which is what is shown here.

Basement finishing prices

As each row states
ItemLowHighUnit
Basement remodel, typical project$12,025$34,644total
Basement remodel$30$75per sq ft
Framing$4$10per sq ft
Insulation$1.50$2.50per sq ft
Wiring and electrical$3$9per sq ft
Drywall and texture$1.50$3per sq ft
Painting$2.75$4.70per sq ft
Flooring$3$11per sq ft
Waterproofing$5$10per sq ft
Permits$500$2,000total

Source: HomeAdvisor, how much does it cost to remodel a basement. Last price check: September 16, 2026.

The per square foot lines add up to $20.75 to $50.20 before a bathroom or permits, inside the source's $30 to $75 per sq ft for a whole remodel.

Worked example

A 40 ft exterior wall, 9 ft high, 2x4 studs at 16 in, carrying roof and ceiling only, four corners and two intersections, sheathed.

  1. The row. 2x4 carrying roof-ceiling only allows 24 in on center up to 10 ft. Your 16 in passes with room.
  2. Studs. 31 in the run plus 10 for corners and tees: 41 studs.
  3. Plates. Sole plus double top over 40 ft is 120 linear ft.
  4. Change it to two floors plus roof and the verdict fails outright: that cell is a dash, and no spacing fixes it.
  5. Go to 2x6 in that condition and the table gives 16 in, which works.

The dash is the finding. Almost every framing calculator will happily hand you a stud count for a 2x4 wall under two floors, and the table simply does not cover it.

The formula

Counting, plus a lookup that can refuse:

studs = ⌊ 12L / s ⌋ + 1 + 2c + t    bf = linear ft × nominal t × nominal w / 12
L
wall length, ft
s
stud spacing, in, capped by Table R602.3(5)
c, t
corners and tee intersections. Two extra studs per corner, one per tee
nominal
2 and 4 for a 2x4, not 1.5 and 3.5. Board feet are billed on nominal
plates
sole plus double top is three runs of the wall length

Corner and tee counts vary with the detail used. Two extra studs per corner is a three-stud corner; a California corner or a drywall clip uses fewer, which is the point of them.

A dash is not a small number

Table R602.3(5) is short and it is mostly read for one thing: can I go 24 in on center. The answer for a 2x4 carrying only roof and ceiling is yes, and that is where most people stop reading.

The columns to the right are where it gets interesting. Add one floor and the 2x4 drops to 16 in. Add a second floor and the cell is a dash. It is easy to read a dash as “the table has nothing to add” rather than what it means, which is that the prescriptive path does not cover the condition at all.

The same is true of the 2x3 row, which is dashes across every bearing column and carries a footnote saying it shall not be used in exterior walls. 2x3 is a nonbearing partition stud and nothing else.

The third thing the table hides is in a footnote: the listed heights are distances between points of lateral support, not floor to ceiling. A sheathed wall is braced continuously and gets the full height. An open-framed wall is not, and R602.3.1 wants sheathing on one side or bridging at 4 ft before the tabulated height means anything.

The cell nobody looks at is the two-floor column

IRC Table R602.3(5), size, height and spacing of wood studs
StudBearing wall heightRoof-ceiling onlyOne floor + roofTwo floors + roofNonbearing heightNonbearing spacing
2 x 3-not permittednot permittednot permitted10 ft16 in
2 x 410 ft24 in16 innot permitted14 ft24 in
3 x 410 ft24 in24 in16 in14 ft24 in
2 x 510 ft24 in24 innot permitted16 ft24 in
2 x 610 ft24 in24 in16 in20 ft24 in

IRC Table R602.3(5), size, height and spacing of wood studs, 2021 IRC as adopted in the 2022 Connecticut State Building Code

Read across the 2 x 4 row. Roof-ceiling only: 24 in on center. One floor plus roof: 16 in. Two floors plus roof: a dash.

That dash is not a tighter spacing you can achieve by adding studs. It means the table does not cover it, and a 2 x 4 bearing wall under two floors and a roof is outside the prescriptive path entirely. The three-story walk-up framed in 2 x 4 is either engineered or wrong, and it is not a distinction most people know exists.

The other row worth noticing is 2 x 3, which is dashes all the way across the bearing columns and carries its own footnote:

Shall not be used in exterior walls.

Table R602.3(5) footnote a

Height is measured between lateral supports, not floor to ceiling

Listed heights are distances between points of lateral support placed perpendicular to the plane of the wall.

Table R602.3(5) footnote c

A 10 ft bearing wall height assumes the stud is braced against buckling perpendicular to the wall. Sheathing does that continuously, which is why R602.3.1 requires bearing walls to be sheathed on at least one side or bridged at not more than 4 ft. An unsheathed, unblocked stud is not laterally supported and the tabulated height does not apply to it.

This matters most during construction, when a wall is stood and left unsheathed over a weekend, and in garages and basements where one face is often left open.

A habitable attic assembly supported by 2 x 4 studs is limited to a roof span of 32 feet.

Table R602.3(5) footnote b

And that footnote catches the increasingly common bonus room over a garage: put a habitable attic on 2 x 4 studs and your roof span is capped at 32 ft regardless of anything else in the table.

Openings do not save you much framing

The intuition is that a window is a hole, so it removes studs. In practice each opening deletes a few common studs and adds a header, two king studs, jack studs at each end and cripples above and below.

On a typical window it is close to a wash. On a door it is often more material than the studs it replaced, because the header is a multi-ply member and the jacks stack.

Size the header on the header calculator, which carries all 549 cells of Table R602.7(1) and tells you the jack stud count, including the case where the code lets you use a framing anchor instead.

Steel studs are a different code entirely

Cold-formed steel framing, the metal studs sold for walls, is not in Table R602.3(5). It has its own provisions in IRC Chapter 6 and its own standard, AISI S230 for prescriptive residential framing, with member designations that encode web depth, flange width and steel thickness rather than a nominal size.

A steel stud is specified as something like 350S162-33: 3.5 in web, 1.625 in flange, 33 mil steel. The thickness is the variable that matters and it is the one nobody quotes, so two studs of the same depth can differ substantially in capacity.

This calculator counts wood. The stud and plate counts transfer to steel framing directly, since the layout arithmetic is identical, but nothing in the table above applies to it.

Advanced framing, and what it is actually saving

Studs at 24 in rather than 16, two-stud corners, single top plates with aligned framing, and no cripples under windows: the package usually called advanced framing or optimum value engineering.

It is permitted where the table permits it, which is the point of checking the row rather than assuming. A 2x6 wall carrying roof and ceiling gets 24 in outright. A 2x4 carrying a floor does not.

What it saves is less lumber and more insulation: fewer studs means less thermal bridging, and on an exterior wall that is usually worth more than the timber. What it costs is that every opening has to line up with the layout, which is a design decision rather than a framing one.

Frequently asked questions

Can 2x4 studs be spaced 24 inches apart?
Yes for a bearing wall carrying roof and ceiling only, up to 10 ft between points of lateral support, per Table R602.3(5). With one floor plus roof-ceiling it drops to 16 in. With two floors plus roof-ceiling the table prints a dash: not permitted at all.
Can a 2x4 wall carry two floors?
Not under the prescriptive table. Table R602.3(5) shows a dash for a 2x4 bearing wall supporting two floors plus a roof-ceiling assembly. Go to 2x6 or 3x4, which are permitted at 16 in, or have the wall engineered.
How tall can a stud wall be?
For bearing walls the table gives 10 ft for every listed size, measured between points of lateral support rather than floor to ceiling. Nonbearing walls go higher: 14 ft for 2x4, 16 ft for 2x5 and 20 ft for 2x6.
What does laterally unsupported height mean?
The distance between points that brace the stud perpendicular to the wall. Sheathing does that continuously. R602.3.1 requires bearing walls to be sheathed on at least one side or bridged at not more than 4 ft, and without that the tabulated height does not apply.
Can I use 2x3 studs?
Only in nonbearing interior walls, up to 10 ft at 16 in on center. Footnote a to Table R602.3(5) says 2x3 shall not be used in exterior walls, and every bearing column for it is a dash.
How many studs do I need for a 40 foot wall?
Thirty-one at 16 in on center for the run itself, plus extras at corners and intersections. Four corners at two extra studs each and two tee intersections at one each brings it to 41.
Why are board feet calculated on the nominal size?
Because that is how lumber is sold and billed. A 2x4 measures 1 1/2 by 3 1/2 in, so about 34% of every board foot you pay for is not physically present. It is the convention rather than a trick, but it means board feet and cubic feet of wood are different numbers.
Does a habitable attic change the stud requirement?
Yes. Footnote b limits a habitable attic assembly supported by 2x4 studs to a roof span of 32 ft. Beyond that the studs go to 2x6 regardless of what the rest of the table allows.
What does framing labor cost per square foot?
HomeAdvisor gives $7 to $16 per square foot of wall for framing an interior wall with plates and studs, and it does not split that figure into labor and material. Its total for a new interior wall is $984 to $3,212, and it says a load-bearing wall costs about 30 percent more. The stud and plate count on this page is the material inside that figure.
Is the bottom plate the same as a sill plate?
No. The bottom plate, also called the sole plate, is the lowest member of a stud wall and sits on the floor. A sill plate sits on the foundation and is anchored to it, and the floor framing bears on it. This calculator counts wall plates, so replacing a sill plate is foundation work outside its count.
How much does it cost to frame a basement?
HomeAdvisor's June 2026 guide gives $4 to $10 per square foot for framing when finishing a basement, with insulation at $1.50 to $2.50 and drywall and texture at $1.50 to $3. The whole remodel runs $30 to $75 per square foot.
Are metal studs cheaper than wood studs?
HomeAdvisor's June 2026 guide gives $2 to $4 per square foot for metal stud materials and $5 to $10 for labor. HomeAdvisor's June 2026 guide gives $7 to $16 per square foot to frame an interior wall in wood, installed.
How much does garage framing cost?
HomeAdvisor's June 2026 guide gives $7 to $16 per square foot of wall to frame with plates and studs. A garage wall 24 ft long and 8 ft high is 192 sq ft, $1,344 to $3,072 at that rate.

Check these numbers yourself

How every figure here is verified: Sources & Method. Who builds this: , and the method is on About. Found something wrong? Tell us and it gets fixed or removed.

Figures on this page last checked against the source documents on 2026-09-13. Codes are amended locally; confirm against the edition your jurisdiction enforces.

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A dash means not permitted. Where Table R602.3(5) prints one, the prescriptive path does not cover the condition and the wall must be designed. Tabulated heights are between points of lateral support, so an unsheathed, unbridged wall does not get them. Steel studs are a different standard entirely.