Materials & Quantities

Rafter Bird's Mouth Cut Calculator

Calculate the seat cut and heel cut dimensions for a rafter's bird's mouth notch at the wall plate.

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The width of the top plate the rafter's bird's mouth notch will seat on.

A standard 2x wall plate is 3.5 in wide (dressed); double top plates and different framing thicknesses will vary.

The roof's slope, expressed as inches of rise per 12 inches of horizontal run.

The pitch the rafter is actually cut to, because the bird's mouth is where that pitch meets a level plate: the seat cut is level and the heel cut is plumb, and both angles come from this number alone. Cut at the wrong pitch the notch will not sit flat — the rafter rocks on one edge of the seat and the heel opens a gap at the plate. Check it against a rafter already cut before committing the batch.

Heel cut height

1.75 in

High confidence
Seat cut length (= plate width)
3.5 in
Then change the inputs to see how far the answer moves.

Show calculation logic

How this was calculated

Formula source(s)

  • Standard carpentry bird's mouth layout: seat cut length equals the wall plate width; heel cut height = wall plate width × tan(roof pitch angle)

Inputs used

Wall Plate Width
3.5 in
Roof Pitch (rise per 12)
6

Intermediate steps

Seat cut length (= plate width)
3.5 in
Final result1.75 in

What this calculation does not cover

  • The seat cut length shown is the plate width measured horizontally, which is not the distance to mark along the sloping edge of the rafter. On a 3.5 in plate at 6/12 the notch spans 3.91 in along the rafter's underside, that being the plate width divided by the cosine of the pitch angle, and the page gives neither that layout dimension nor the position of the notch along the rafter.
  • Nothing here tests the section of rafter left above the notch, and no rafter depth is asked for. The 1.75 in heel cut on a 3.5 in plate at 6/12 removes 1.57 in measured square to the rafter's edges rather than 1.75 in, so reading the heel cut height straight against a fraction of the rafter depth overstates the notch.
  • Roof pitch is taken strictly as rise per 12 units of run and is never converted, even when the plate width is entered in millimetres. Entering 20 for a 20 degree roof returns 5.83 in instead of 1.27 in, over four times the correct heel cut, because 20 in 12 is a 59 degree slope and that value sits inside the accepted 1 to 24 range.
  • The geometry is that of a common rafter meeting the plate square. A hip or valley rafter travels 16.97 in in plan for every 12 in of common run, so at 6/12 its heel cut is about 1.24 in rather than 1.75 in, its seat crosses the plate at the corner instead of sitting square across it, and dropping or backing the hip to line up with the jacks alters the seat cut again.
  • A circular saw taken to the intersection of the two cuts overruns the inner corner on the far face of the rafter, so the notch as cut is deeper than these two dimensions describe unless the corner is finished with a handsaw. Saw kerf, a crowned or twisted top plate, and sheathing carried up past the plate are all outside the figures, as are the ridge plumb cut, the half ridge thickness deduction and the tail cut.
  • Engineered rafters are a separate matter entirely. I-joists and structural composite lumber permit no bird's mouth beyond a manufacturer-detailed seat at the low bearing, with an I-joist flange never notched, so applying this plate width times tangent result to them is not a small error but a prohibited cut.

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This result is a specification — 1.75 in — not a quantity. Put the thing it sizes into your project: how many, what you call it, and your supplier’s price.

26.6°1266/12
Schematic, drawn to the proportions you entered — not to scale on screen.

Computed in your browser — nothing you enter is uploaded. Presented in US customary units and US trade terminology. Where a formula follows a published standard, that standard and its edition are cited beside it on this page; where none governs, the page says so. Local amendments override model codes — verify against the code in force where you build.

Sources checked 2026-09-02 · in the site-wide review of 2026-09-06 · v1.0.1

Regulatory standards & verification citations1
  1. Standard carpentry bird's mouth layout: seat cut length equals the wall plate width; heel cut height = wall plate width × tan(roof pitch angle)
Cite this page

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Now that you have the number

These guides cover the work this quantity is for — the first ones run this calculator inside the section that raises the question.

  • Cutting and Setting Raftersuses this calculator

    A carpenter's field guide to rafter layout, treating every plumb, seat and cheek cut as one triangle solved from run and rise.

How to calculate rafter Bird's mouth cut in 3 steps

  1. Wall Plate WidthThe width of the top plate the rafter's bird's mouth notch will seat on.
  2. Roof Pitch (rise per 12)The roof's slope, expressed as inches of rise per 12 inches of horizontal run.
  3. Heel cut heightThe tool computes the heel cut height from those figures and shows the formula, its sources, and a confidence rating alongside it.

Heel cut height by wall plate width

Page defaults, not your figures above.

Wall Plate WidthHeel cut height (in)
2 in1
3 in1.5
4 in2
5 in2.5
6 in3

Frequently asked questions

What are the seat cut and heel cut on a bird's mouth?
The seat cut is the horizontal cut that rests flat on top of the wall plate, and its length equals the plate width. The heel cut is the vertical cut at the outer edge of the notch, and its height grows with a steeper roof pitch since the rafter's underside angles away from the plate more sharply.
Why does a steeper pitch produce a taller heel cut?
The heel cut height is the plate width times the tangent of the roof's slope angle — as the pitch (and therefore the angle) increases, tan(angle) grows faster than linearly, so the heel cut height rises quickly at steep pitches.
Does this account for the rafter's overall depth or the remaining structural depth after the notch?
No — this calculates the notch geometry only. Checking that enough rafter depth remains above the bird's mouth to carry the design loads (see NDS notch provisions) is a separate structural check.
Preliminary estimate, not certified engineering. This tool produces an indicative quantity calculation for planning purposes only — it is not a certified structural analysis, a guaranteed material takeoff, or a substitute for building department approval. Always verify measurements on-site and have a licensed contractor or structural engineer review any load-bearing, code-sensitive, or safety-critical work before purchasing materials or starting construction. Spotted an arithmetic or standards error? Report it to contact@craftquantities.com with your inputs — a confirmed fix gets a permanent check of its own, so the same mistake cannot come back.