Materials & Quantities

Single-Sided Fire-Rated Gypsum Board Calculator

Type X gypsum boards for a fire-rated wall boarded on one face only, a shaft or corridor face, without the both-sides doubling that over-orders it.

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  • Every formula cited
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SettingsSettings for this calculationUS
Market
Imperial · sales tax
Who is doing the work?

The standard allowance most suppliers and estimating guides assume for ordinary work.

The face area of the wall being boarded, measured on one side only.

Measure the elevation of the face that receives board. For a shaftwall this is the occupied side; the shaft side is closed with liner panel between the studs, which is counted by length rather than by area and is a separate order.

The coverage area of one board as supplied.

Fire-rated board comes in longer lengths than standard board precisely so a wall of any real height can be run without a horizontal joint, and a longer board changes this figure. Confirm the size actually being delivered rather than the size usually stocked.

How many layers of board the tested design puts on this one face.

Read it off the listed design, not off the rating. Two assemblies with the same hourly rating routinely differ in layer count because they differ in stud, cavity, liner and fastener schedule, and a layer count assumed from the rating is a guess about a tested system.

Total area of access doors, louvres and openings you will not board over.

Deduct only openings large enough that the offcut is genuinely reusable. A run of small penetrations produces waste rather than saved board, and deducting them makes the order short.

Allowance for cuts, damage and offcuts that cannot start the next run.

Multi-layer work needs more than single-layer work, because the joints in each layer have to be offset from the layer beneath and the offset is paid for in cut ends. Tall shafts with few openings need less; heavily penetrated corridor walls need more.

Type X boards needed

22 boards

Medium confidence

This counts one face only, which is the point of the page: a shaftwall, a party-wall closure and a one-hour corridor lining are all boarded on a single side, and doubling them for a second face is a straight 100% over-order. Take the layer count from the tested design listing for your exact assembly.

Boards in one layer
11 boards
Net area after opening deductions
320 ft²
Area including the waste allowance
352 ft²
Then change the inputs to see how far the answer moves.

Show calculation logic

How this was calculated

Formula source(s)

  • ASTM C840, Standard Specification for Application and Finishing of Gypsum Board, which governs how the layers are laid up, offset and fastened once the count is known
  • The number of layers required for a given fire-resistance rating comes from the tested UL or GA design listing for the exact assembly, and cannot be derived from a rating alone
  • Arithmetic only: boards per layer = ceil((wall area − openings) × (1 + waste) ÷ board area), multiplied by the number of layers on the single finished face

Inputs used

Wall Area on the Finished Face
320 sq ft
Board Area
32 sq ft
Layers on the Finished Face
2
Opening Area to Deduct
0 sq ft
Waste Allowance (%)
10

Intermediate steps

Boards in one layer
11 boards
Net area after opening deductions
320 ft²
Area including the waste allowance
352 ft²
Safety / waste buffer appliedWaste allowance (+10%)
Final result22 boards

Confidence note: This counts one face only, which is the point of the page: a shaftwall, a party-wall closure and a one-hour corridor lining are all boarded on a single side, and doubling them for a second face is a straight 100% over-order. Take the layer count from the tested design listing for your exact assembly.

What this calculation does not cover

  • Boards only. Screws, joint tape, setting compound, corner bead and the firestopping at the head and the penetrations are separate quantities.
  • Does not verify the assembly. Whether a given layer count achieves the rating you need is settled by the listed design, not by a count.

Estimated cost — your price

This site holds no price list for this material — local prices vary too much to publish honestly. Enter your supplier's price and the result is costed with it.

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 citations3
  1. ASTM C840, Standard Specification for Application and Finishing of Gypsum Board, which governs how the layers are laid up, offset and fastened once the count is known
  2. The number of layers required for a given fire-resistance rating comes from the tested UL or GA design listing for the exact assembly, and cannot be derived from a rating alone
  3. Arithmetic only: boards per layer = ceil((wall area − openings) × (1 + waste) ÷ board area), multiplied by the number of layers on the single finished face

Which documents these citations point at

Standards referenced: ASTM C840 (ASTM International, United States).

Cite this page

Your workspace

Most jobs need more than one number. Add the calculators you need next and they open right here, underneath this one — your figures stay on screen and nothing is lost to a page change.

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.

Called something else where you work? Firestopping and cavity barriers — the term in each market, how close the equivalence really is, and the standard that governs it.

Still deciding? Shaftwall vs Conventional Fire-Rated Partition — the factors that actually differ, with no invented prices.

How to calculate single-sided fire-rated gypsum board in 6 steps

  1. Wall Area on the Finished FaceThe face area of the wall being boarded, measured on one side only.
  2. Board AreaThe coverage area of one board as supplied.
  3. Layers on the Finished FaceHow many layers of board the tested design puts on this one face.
  4. Opening Area to DeductTotal area of access doors, louvres and openings you will not board over.
  5. Waste Allowance (%)Allowance for cuts, damage and offcuts that cannot start the next run.
  6. Type X boards neededThe tool computes the type X boards needed from those figures and shows the formula, its sources, and a confidence rating alongside it.

Type X boards needed by wall area on the finished face

Page defaults, not your figures above.

Wall Area on the Finished FaceType X boards needed (boards)
200 sq ft16
300 sq ft22
400 sq ft30
500 sq ft36
600 sq ft44

Frequently asked questions

When is a fire-rated wall boarded on one side only?
Whenever the other side is not accessible or is closed by something else. A shaftwall is the standard case: it is built entirely from the occupied side, and the shaft face is closed with liner panel slid between the C-H studs. Chases around risers, walls built tight to an existing structure and some party-wall closures are the same situation.
Do the joints in the second layer have to be offset from the first?
Yes, and the listed design will say by how much. Aligned joints give fire a continuous path through both layers at the same place, which is exactly what the second layer exists to prevent. The offset is why multi-layer work carries a higher waste allowance than single-layer work of the same area.
Should I deduct the door openings from the wall area?
Only where the opening is big enough that the piece you cut out is usable elsewhere on the job. A single access panel produces an awkward offcut and no saving, so deducting it makes the order short by a board. A run of full-height doors in a corridor wall is a genuine deduction worth making.
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.