Materials & Quantities

Firestop Joint Movement and Sealant Volume Calculator

How far a head-of-wall joint opens and closes at its listed movement class, and how much backing and sealant the run consumes at the listed fill depth.

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  • Every formula cited
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Imperial · sales tax
The joint width the listed system is installed at, before any movement.

The listing states a maximum nominal width and the system is qualified only up to it. Measure the gap as built, at the point it is widest along the run — a head-of-wall gap that varies with deck flute depth is not one width but a range.

The percentage of its nominal width the listed system is qualified to open and close.

Systems are commonly listed at 12.5, 25, 33 or 50 percent, and the class was demonstrated by cycling the joint through that range before the fire test. A joint that will move more than its class is outside its listing, and the listing is the only thing the rating rests on.

Total length of joint to be treated with this detail.

Head-of-wall joints run the full length of every rated partition, which is why the quantity surprises people: a modest floor plate can carry several hundred metres of it once every corridor and shaft wall is counted.

How deep the mineral wool packing sits in the joint.

The packing is the part that actually stops fire passing through the gap; the sealant over it is the smoke and gas seal and the surface that moves. The depth is stated in the listing and is not a site decision.

How far the packing is squeezed below its supplied width when it is packed in.

A listing normally calls for the mineral wool to be compressed by a stated percentage, which is what keeps it in place and closes the gap as the joint moves. Twenty-five percent means material a third wider than the joint goes into it — that surplus is real material to buy, and it is the line most take-offs miss.

The thickness of sealant over the packing, as the listing specifies it.

Thicker is not better. A firestop sealant bead has a specified depth because a bead too deep cannot accommodate the movement it was cycled through, and one too thin loses its smoke seal. Take the number from the tested system rather than from the tube.

Whether the listed system seals one side of the joint or both.

Two-sided systems are common where the rating is required from both directions, and they double the sealant without doubling the packing. Which applies is stated in the listing, and it is one of the details most often changed on site without anyone checking the drawing.

Firestop sealant for the run

0.988 gal

Medium confidence

Sealant is quantified at the nominal width, which is what a run is installed at. The figure at the widest in-service width is given alongside because a joint that opens under thermal or seismic movement takes more material where it is topped up, and because it is the width the detail has to work at.

Narrowest width in service
0.56 in
Widest width in service
0.94 in
Total movement the joint absorbs
0.37 in
Backing material before compression
40.52 gal
Uncompressed backing width required
1 in
Sealant if the run were at its widest
1.23 gal
Then change the inputs to see how far the answer moves.

Show calculation logic

How this was calculated

Formula source(s)

  • UL 2079 Tests for Fire Resistance of Building Joint Systems — a joint system is qualified for a movement class stated as a percentage of its nominal width, and is cycled through that range before the fire and hose-stream exposure
  • ASTM E1966 Standard Test Method for Fire-Resistive Joint Systems — the companion test method covering the same cycling and exposure, and the standard many listings are published against alongside UL 2079
  • Volume is geometry, not a published rate: sealant = nominal joint width x listed fill depth x run length x number of treated faces; backing = the uncompressed width needed to reach the specified compression, x backing depth x run length. The fill depth and the compression percentage both come from the tested system's own listing

Inputs used

Nominal Joint Width
0.75 in
Movement Class (% of nominal width)
25
Length of Joint Run
195 ft
Backing Material Depth
4 in
Backing Compression (%)
25
Sealant Fill Depth
0.13 in
Faces Treated
One face — sealant to a single side of the joint

Intermediate steps

Narrowest width in service
0.56 in
Widest width in service
0.94 in
Total movement the joint absorbs
0.37 in
Backing material before compression
40.52 gal
Uncompressed backing width required
1 in
Sealant if the run were at its widest
1.23 gal
Final result0.99 gal

Confidence note: Sealant is quantified at the nominal width, which is what a run is installed at. The figure at the widest in-service width is given alongside because a joint that opens under thermal or seismic movement takes more material where it is topped up, and because it is the width the detail has to work at.

What this calculation does not cover

  • Quantities only. Whether a system suits your joint is decided by its listing, not by arithmetic.
  • The listed fill depth and compression are inputs taken from that listing; nothing here validates them.
  • Deck flutes at a head-of-wall joint hold considerably more material than a flat soffit of the same run.
  • Primer, backing pins and mechanical retention where a listing requires them are separate items.

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.

195 ft0.75 in4 in
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 2026-08-30 · in the site-wide review of 2026-09-06 · v1.0.0

Regulatory standards & verification citations3
  1. UL 2079 Tests for Fire Resistance of Building Joint Systems — a joint system is qualified for a movement class stated as a percentage of its nominal width, and is cycled through that range before the fire and hose-stream exposure
  2. ASTM E1966 Standard Test Method for Fire-Resistive Joint Systems — the companion test method covering the same cycling and exposure, and the standard many listings are published against alongside UL 2079
  3. Volume is geometry, not a published rate: sealant = nominal joint width x listed fill depth x run length x number of treated faces; backing = the uncompressed width needed to reach the specified compression, x backing depth x run length. The fill depth and the compression percentage both come from the tested system's own listing

Which documents these citations point at

Standards referenced: UL 2079 (UL Solutions, United States); ASTM E1966 (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.

At its listed class this joint works between 14.3 mm (0.56 in) and 23.8 mm (0.94 in) — a total swing of 9.5 mm (0.37 in) that the sealant has to survive without splitting or losing adhesion. The packing behind it has to be 33% wider than the gap before it is compressed into place, which is 153.4 L (40.5 gal) of mineral wool for this run and the line a take-off written off the joint width alone will be short by.

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? Joint Firestopping vs Penetration Firestopping — the factors that actually differ, with no invented prices.

How to calculate firestop joint movement and sealant volume in 8 steps

  1. Nominal Joint WidthThe joint width the listed system is installed at, before any movement.
  2. Movement Class (% of nominal width)The percentage of its nominal width the listed system is qualified to open and close.
  3. Length of Joint RunTotal length of joint to be treated with this detail.
  4. Backing Material DepthHow deep the mineral wool packing sits in the joint.
  5. Backing Compression (%)How far the packing is squeezed below its supplied width when it is packed in.
  6. Sealant Fill DepthThe thickness of sealant over the packing, as the listing specifies it.
  7. Faces TreatedWhether the listed system seals one side of the joint or both.
  8. Firestop sealant for the runThe tool computes the firestop sealant for the run from those figures and shows the formula, its sources, and a confidence rating alongside it.

Firestop sealant for the run by nominal joint width

Page defaults, not your figures above.

Nominal Joint WidthFirestop sealant for the run (gal)
0.4 in0.515
0.6 in0.773
0.8 in1.03
1 in1.29
1.2 in1.55
1.4 in1.8

Frequently asked questions

What does a movement class of 25 percent actually mean?
That the system was cycled between three quarters and one and a quarter of its nominal width, repeatedly, before it was exposed to fire. It is a demonstrated capability rather than a design allowance, so a joint expected to move further than its class is outside the listing the rating depends on — and nothing about the installed product tells you when that line has been crossed.
Why is the packing wider than the joint it goes into?
Because the compression is what holds it. Mineral wool compressed by a quarter needs material a third wider than the gap, and that surplus is real volume to buy. A take-off written off the joint width alone comes up short by exactly that fraction, which on a few hundred metres of head-of-wall is a delivery.
Should I size the sealant at the nominal width or the widest one?
Order at the nominal width, because that is the condition the run is installed at, and read the widest figure as the check. The wide number matters where a joint is topped up after the structure has moved, and where the detail has to be shown to work at its extreme rather than at its average.
Does a deck flute change the quantity?
Substantially. A head-of-wall joint under fluted metal deck follows the profile up and over every rib, so the volume of packing and sealant along the same run of wall can be several times what a flat soffit takes. Take the flute geometry from the deck's own profile and treat that run separately.
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.