Interiors

Dry-Lining a Solid Wall: Dabs or a Furring Grid

Dabs or a furring grid on a solid masonry wall: what the substrate decides, and why each route hands the estimator a different thing to count.
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Thirty millimetres of bow, and a decision you cannot unmake

Strip the blown plaster off a solid nine-inch brick wall, sweep the debris back, and lay a 2 m straightedge across it in six places. The number that comes back — 5 mm, or 30 mm, or a wall that leans 40 mm out between skirting and picture rail — is the measurement that decides how the whole job gets bought. Almost everything else on the wall is negotiable later. That one is not, and it appears on no drawing.

There are two honest ways to put board on masonry. Bond it, with dabs of gypsum adhesive pressed between the board and the brick, so the wall itself carries the lining and the thickness of the adhesive absorbs the deviation. Or hold it off, on a grid of metal furring channel or timber batten anchored back to the masonry, so the grid carries the lining and the packing behind the grid absorbs the deviation. Both are ordinary, both are covered by published system literature, and both fail in ways the other one does not.

What separates them at ordering is that they are not the same kind of arithmetic. A dabbed wall is a mass problem: an area multiplied by a spread rate printed on the bag, bought by the pallet, mixed on the day it is used. A furred wall is a discrete-count problem: rows of channel, and a fixing every so often along every row, so the answer moves in steps and the steps are big. Get the first one wrong and you are a bag short at four in the afternoon. Get the second one wrong and there are two hundred anchors sitting in the van, or a crew standing at a wall they have nothing to fix to.

Five layers between the room and the weather

A solid masonry wall lined on its room face, in five layers: the wall itself, insulation in the void the furring creates, the hat channel and the anchors holding it, the gypsum board, and the taped and skimmed finish. The dabbed alternative deletes the middle two and bonds board straight to the masonry.
  1. Taped joints and skim — the coat that makes several boards read as one plane, bought against area rather than against joint length Drywall Joint Compound Calculator
  2. Gypsum board — the one line that is identical whichever route carries it, which is why the board count settles nothing Drywall Calculator
  3. Hat channel and its anchors — the layer the dabbed route deletes entirely: rows of channel, each one anchored at a spacing of its own Hat Channel (Metal Furring) Anchor Spacing Calculator
  4. Insulation in the new void — boards counted over the wall area once the furring has fixed what depth will fit behind them Foam Board Insulation Calculator
  5. Solid masonry wall — one leaf, no cavity behind it, and the base material every fixing on this page eventually ends up in

What the wall will accept, settled before anything is priced

Do the moisture work first, because it is the only finding that can veto both routes at once. Bonding board to a wall carrying rising or penetrating damp fixes a finish to a problem that is still moving: the adhesive is gypsum-based, gypsum in persistent moisture softens, and even where the board survives, salts travel with the water to the driest surface available, which is now the back of your lining. BRE Digest 245, Rising damp in walls: diagnosis and treatment, is worth having in the van mostly for how firmly it separates a meter reading from a diagnosis — a conductance meter reads hygroscopic salts as enthusiastically as it reads water, and a wall condemned on a single beeping instrument is a wall nobody has actually looked at.

Then the face itself. Gypsum bonding compound to BS EN 14496 wants a background that will neither drink it dry nor come away with it. High-suction backgrounds — aircrete blockwork, soft old brick, anything that goes dark the instant you wet it — take the primer named in the system literature before the first dab lands. Low-suction ones, dense concrete and engineering brick and sound paintwork, take a bonding agent instead, for exactly the opposite reason. Test rather than assume: brush water on in three places and watch how long the sheen sits, then drag the corner of a scraper hard across the face in three more. If it comes away as dust, or the old paint lifts in sheets, no adhesive is going to out-perform whatever it has been stuck to.

Now the straightedge, and this is the reading that usually picks the route. Dabs take up deviation, but only within the thickness the system literature permits, because the board has to be beaten back to a line without the dab going so thin that it starves or so thick that it stays soft in the middle for a fortnight. A wall that bows past that means either accepting the bow in the finished surface or dubbing the hollows out first, which is a separate operation on a separate day with its own drying time. A grid is indifferent to the same wall: packing behind a channel costs almost nothing, arrives in the same box as the anchors, and builds up to whatever the survey found.

Last, ask what is going on the wall afterwards, because both routes are worse at this than the stud wall people are used to. A dabbed lining has no continuous backing — behind the board is a void and a pattern of hardened adhesive, and nothing at all to take a radiator bracket, a wall-hung basin, a run of units or a grab rail. Every one of those becomes either a fixing carried through into the masonry or a plywood pattress bedded flush before boarding. A furred lining has the same problem in a friendlier shape: a channel every 400 or 600 mm is a usable fixing line if somebody wrote down where the rows are, and a guessing game if nobody did.

  1. Take moisture readings low, mid and high on each elevation, and log them with the date and the weather rather than reducing them to a single verdict.
  2. Wet-test the suction in three places per wall, and scrape the face hard in three more to see whether the surface is sound.
  3. Straightedge each elevation in at least six positions, horizontally and vertically, and write the worst deviation on the wall in pencil.
  4. Plumb the full height as well as checking flatness — a wall that is flat but leaning still eats lining depth at one end of the room.
  5. Mark every future fixing on the masonry: radiators, unit runs, rails, brackets, anything that will ever need to reach past the board.
  6. Choose the route from those findings, then price it. Pricing first and surveying afterwards is how a dabbed job turns into a furred one at half past ten on the second morning.

Dabs: bonding to a face you will never see again

Dot-and-dab is quick because it deletes a whole operation. There is no grid to set, no packing to fettle, no anchor to select, and the lining loses the room perhaps 30 mm rather than 70. The trade-off is that everything the bond depends on is behind the board within minutes of the board going up, and there is no inspection after that — the wall you assessed in the paragraph above is the whole of your quality control.

The layout is not yours to invent. The board manufacturer publishes a dab pattern: how many vertical bands cross a board of that width, how long each dab is, how far apart they sit, and what changes at the head and foot of the board. Most system specifications also want a continuous band of adhesive at floor level, at ceiling level, around every reveal and around every service penetration. That band is doing three jobs at once — closing the void against air moving through it, giving the board edge something continuous to bear against, and satisfying the conditions the system was tested under for fire and for sound. Leaving it out because the dabs on their own hold the board up is the commonest way a tested system quietly stops being the tested system.

Setting is a two-minute window per board. Mix to the water ratio on the bag and no wetter, because gauging it loose to buy working time gives you a dab that shrinks; apply, offer the board up, and beat it back to a line with a straightedge rather than to the wall behind it. The straightedge is what makes the lining flat, and it only gets one attempt while the adhesive is live. Boards want to be held off the floor on packers so they are not standing in whatever reaches the slab, and the head joint wants to be tight to the ceiling line rather than fought later with tape.

Then the count, which is not a bead length and not a fastener schedule. A dabbed wall is bought as an area against a spread rate in kilograms per square metre, published for that product and for that application method — a dab pattern and a full trowelled bed do not consume the same material over the same wall, and neither figure transfers to the other. Order in whole bags, allow for what stiffens in the bucket between boards, and treat a bag opened yesterday as an empty bag.

The page is titled for laminating a second board layer, and the arithmetic under it is exactly what a dabbed wall needs — area multiplied by the spread rate your own bag publishes for the pattern you are actually applying.

The wall or ceiling area receiving the laminated second layer of drywall.

The adhesive's published spread rate — mass applied per unit of area.

Laminating adhesive needed

44 lb

Medium confidence

Spread rate varies by adhesive product and application method (trowel notch size, dab pattern) — use your specific adhesive's technical data sheet for the rated coverage.

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.

What this calculation does not cover

  • Adhesive has a clock on it that the spread rate does not carry. A quantity per unit area contains no time, but laminating compound skins over in minutes, and a sheet pressed onto adhesive that has already stiffened is a sheet that lets go of the wall later. The area you can wet out before the board goes up is what breaks the work into bays, and heat, wind or a dry warm interior shortens it further.
  • The bond is only as good as the face it lands on, and this assumes a perfect one. Laminating compound grips the base layer's paper; over a painted, dusty, damp or vinyl-faced base layer it grips the coating instead, and the joint later fails in that skin rather than in the adhesive. Those areas need the face cut back to clean paper or the second layer screwed through to framing, and neither of those changes the mass this returns.

Battens, and the cartridge that comes with them

Between the two extremes sits the route most domestic work actually takes: preservative-treated battens plugged to the masonry at the spacing the boards want, board screwed to the battens, and a bead of construction adhesive run down each batten face before the sheet is offered up. It buys the fixing line that dabs lack and the packing tolerance that dabs lack, without the anchor selection exercise a metal grid drags in, and it is the only one of the three routes where a joiner can price the framing from a materials list rather than from a load table.

The bead is a specified product rather than a general-purpose tube. ASTM C557, Standard Specification for Adhesives for Fastening Gypsum Wallboard to Wood Framing, is what the tube is bought against, and Gypsum Association GA-216, Application and Finishing of Gypsum Panel Products, covers how adhesive is applied to framing and what fastening accompanies it. The load-bearing word in the ASTM title is wood. An adhesive qualified for timber framing is not automatically the right product for a steel channel, and what decides that is the manufacturer's printed instruction on the tube, not the habit of the person holding the gun.

The quantity is bead length: the number of battens multiplied by the height each one runs. Bead diameter moves the answer more than anything else on the order, because the volume of a bead goes with the square of its diameter — cutting the nozzle one size larger than the instruction calls for consumes close to twice the adhesive and improves the bond by nothing. Cut it to a rule rather than by eye, and do not let the bead start standing in for the perimeter screws; it is holding the field of the board flat against a batten that is itself only as true as what was packed behind it.

Timber tight against masonry has a moisture problem of its own, and it is permanent rather than temporary. A batten fixed hard to a wall that periodically gets damp ends up at the wall's moisture content, so treated timber is the default and a separating membrane between batten and masonry is cheap insurance anywhere the survey found anything at all. Pack at the fixing and never between fixings — a packer halfway along a batten does nothing except hold a bow in place while the screw pulls the timber flat around it.

Battens at a spacing, each taking a full-height bead, is the same geometry the page counts for studs: it turns the spacing and the bead diameter into cartridges, and shows the field fasteners that go with them rather than instead of them.

SettingsSettings for this calculation
Who is doing the work?

Waste is set to 15% by hand. Pick a tier above to replace it, or keep your own figure.

Length of wall being boarded, measured along the run of studs.

Height of the boarded face, which is the length of bead each stud receives.

Centre-to-centre spacing of the studs — commonly 400 mm or 16 in, sometimes 600 mm or 24 in.

Diameter of the bead your instructions call for — a 3/8 in (9.5 mm) bead is the usual figure.

Volume held by one cartridge — a 29 fl oz tube is about 858 mL, a 10.1 fl oz one about 300 mL.

Extra ordered to cover nozzle purge, over-run at the ends of beads, and part-used tubes that skin over.

Fastener spacing in the field of the board, at the value your code permits alongside adhesive.

Adhesive cartridges needed

5 cartridges

Medium confidence

The volume is geometric, so it assumes a clean continuous bead of the stated diameter. Real coverage runs below it, which is what the waste allowance is for — compare the result against the coverage printed on your own cartridge before ordering a pallet of them.

Studs receiving a bead
19 studs
Bead applied
152 ft
Adhesive volume including waste
3,796.44 mL
Field fasteners into the studs
95 fasteners

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.

0.38 in
Schematic, drawn to the proportions you entered — not to scale on screen.

What this calculation does not cover

  • Counts beads on studs only. Adhesive on plates, blocking or backing, where the specification calls for it, is additional.
  • The fastener figure is the field only. Perimeter and butt-joint fastening is unaffected by adhesive and is counted separately.

The grid, and the count buried behind it

Metal furring changes the problem from adhesion to anchorage. The channel itself is unremarkable — ASTM C645, Standard Specification for Nonstructural Steel Framing Members, defines the sections in North American practice, and BS EN 14195 the metal components of European gypsum systems — and it is not being asked to do anything clever. It is a straight, flat, screwable line held off a wall that is neither straight nor flat. Everything the finished lining will ever be judged on is bought in the ten minutes spent getting that line true.

The anchor is where the guesswork usually hides. A solid clay brick, a dense concrete block, a hollow block with thin face shells and an aircrete block are four different base materials, and a fixing that develops its rated load in one of them may develop a small fraction of it in another. The number comes from the anchor manufacturer's data for the base material you actually have, or from the evaluation report the anchor is sold under. Where the substrate is concrete, ACI 318 Chapter 17, Anchoring to Concrete, is the design basis; where it is masonry, TMS 402/602, Building Code Requirements and Specification for Masonry Structures, applies together with the anchor's own qualification. No spacing table anywhere, including the one on this site, is a substitute for either.

On the wall, the rules are shorter than the documents. Keep fixings out of perp joints and off the arris of a unit. Drill on hammer in clay brick and off hammer in aircrete, where a hammer action turns a hole into a crater and the plug spins for the rest of its life. Blow or brush the dust out before the plug goes in, because dust in the bottom of a hole is the difference between an embedment depth and a claim about one. And where the wall has already told you it is soft, move to a longer fixing into sounder material rather than adding more short ones into the same friable face.

The count is the part people underestimate, because it multiplies. Rows across the wall, and fixings along every row: tightening the channel spacing from 600 mm to 400 mm does not add a few anchors, it adds a whole additional row for every 400 mm of wall height and every fixing that row carries. Tightening the fixing spacing along the channel scales the whole thing again. ASTM C754, Installation of Steel Framing Members to Receive Screw-Attached Gypsum Panel Products, is the installation document for the framing and tabulates maximum spacings against board thickness and orientation; the attachment back to the substrate is governed by that alongside the anchor data. Both are inputs to the count rather than outputs of it.

The compensation for all this work is the void. A furred lining gives you a defined, repeatable depth to insulate, to run cable and pipe through, and to sink socket boxes into without hacking masonry — and it gives the boarder a flat plane to work to regardless of what the bricklayer did in 1890. Decide the depth once, from the insulation thickness plus the packing the survey demands, and hold it: a grid that changes depth halfway up a wall is a wave in a finished surface that no amount of jointing compound will take out.

Rows across the wall multiplied by fixings along each row, with the end members counted — run it before the merchant quotes, because a spacing chosen to suit the boards moves the anchor order two steps rather than a handful.

The run measured perpendicular to the hat channel rows.

The center-to-center spacing between hat channel rows.

The length of each individual hat channel run.

The center-to-center spacing of anchors fastening each channel to the structure.

Total anchors needed

60 anchors

High confidence

Confirm the actual required anchor spacing for your project against the hat channel manufacturer's load tables or the applicable building code — this calculator applies whatever spacing you enter.

Channel rows
6
Anchors per channel
10

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.

2 ft9 ft6 at 2 ft
Schematic, drawn to the proportions you entered — not to scale on screen.

What this calculation does not cover

  • The figure counts anchor positions at whatever spacing you type; it is not a check that an anchor at that spacing can carry the load. The dead weight of channel, board and insulation, anything hung from the furring, and wind uplift or seismic demand on a ceiling are what set the permitted spacing, and that comes from the manufacturer's load table for your channel gauge and substrate.
  • Anchor spacing is applied along the channel as a free number, but a fixing can only land where a member is behind it. Channels crossing joists at 400 mm (16 in) centres make the achievable spacing a multiple of that, so a typed 500 mm (20 in) becomes one bay or two on site and the real count differs from the one shown.
  • Splitting a long surface and running the page twice inflates the row count, because each pass rounds up on its own and adds its own closing row at the join. Each pass rounds up on its own, so two half-runs can come to more rows than the whole run would, and the run field accepts at most 6 m (20 ft), so long ceilings have to be split anyway.
  • The total is rows multiplied by anchors per channel and nothing else. It excludes perimeter and edge trim channel, the extra fixings at a channel splice or lap, doubled channels at board joints, framing around openings, light fittings and diffusers, and any spare for anchors spun out in a soft substrate.

Where the screws suddenly appear

A dabbed wall buys almost no screws. A furred wall buys them by the box, and on a large job that box is a real line on the order rather than a rounding error in somebody's van stock. Type is set by what is behind the board: fine-thread screws into steel furring, coarse-thread into timber battens, to ASTM C1002, Standard Specification for Steel Self-Piercing Tapping Screws for Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs, with a length chosen so the point bites the channel without standing proud behind it and fouling the insulation you have just fitted. Heavier-gauge sections want a drill-point screw; a self-piercing point pushed into steel it cannot pierce walks, strips and leaves a head sitting proud where the finisher will find it with a knife.

The pattern is two spacings, not one, and only the perimeter one is fixed by habit. Board edges land on a channel and are fastened closer than the field, and the field spacing follows the fastening schedule for the assembly — a rated or acoustic build carries its own schedule that overrides anything general. This is where the layout of the grid comes back around: every board edge needs a channel under it, so the rows are set by the board module first and by the spacing table second, and a row that landed 30 mm off the joint costs a whole extra channel to fix.

Perimeter and field are separate spacings on the same sheet, and the totals only diverge once you scale them by the board count — which is the moment the furred route stops looking like the same order as the dabbed one.

The width of a single drywall sheet.

The height (length) of a single drywall sheet.

The spacing between screws along the sheet's edges.

The grid spacing between screws in the field of the sheet, in each direction.

The total number of sheets being fastened.

Total screws needed

700 screws

High confidence
Screws per sheet
35
Screw centres round the sheet edge
0.96 ft

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.

11.75 in4 ft6 at 11.75 in
Schematic, drawn to the proportions you entered — not to scale on screen.

What this calculation does not cover

  • A screw can only go where a framing member is. The field figure is an even grid at whatever spacing you type, but the real field rows fall on the studs or joists crossing the sheet — enter a 300 mm (12 in) field grid on framing at 600 mm (24 in) centres and half the screws in the answer have nothing behind them. The spacing ALONG each member is yours to choose; the spacing ACROSS them was fixed by the framer.
  • The perimeter row assumes a fastener can sit wherever the arithmetic puts it. Screws have to stand off the cut edge of a board — about 10 mm (0.39 in) is the usual minimum — because closer than that the core crumbles and the head pulls through. A sheet whose edge lands part way onto a narrow furring channel, or onto a stud that has twisted, loses fasteners the count still books as placed.
  • Where the wall is rated or braced, neither spacing is a preference. A fire-rated partition and a gypsum-sheathed shear wall each carry a fastening schedule from the tested assembly, and running a comfortable 300 mm (12 in) perimeter spacing where that schedule calls for 100 mm (4 in) at the panel edges gives a total that is arithmetically correct and will not pass inspection.

The wall gets colder the day you line it

Every route on this page moves the masonry to the cold side of something. That is the point of insulating a solid wall internally, and it is also the whole of the risk: brick that used to sit a few degrees below room temperature now sits much closer to outside, stays wetter for longer after driving rain, and takes more freeze-thaw cycles at its outer face than it did before anyone touched it. The room gets warmer and cheaper to heat, and the wall gets a harder life. Both of those are true at once and the second one is the one nobody prices.

The detail that catches people is embedded timber. Floor joists, wall plates and lintel bearings built into a solid wall sit in exactly the zone the lining has just made colder and damper, and they sit there permanently, out of sight, with the finish over them. BS 5250, Management of moisture in buildings, is the code of practice that frames the problem, and in UK retrofit PAS 2035, Retrofitting dwellings for improved energy efficiency, deliberately puts assessment of this kind of consequence ahead of specifying a product. On an unfamiliar wall the honest answer is to have the build-up modelled rather than reasoned out from first principles at eight in the morning.

Air moves far more moisture than diffusion does, which is why the void matters as much as the vapour control layer. The gap behind a dabbed board is a continuous path from the floor void to the ceiling void unless the perimeter band closes it, and a furred grid creates a bigger one. Seal the lining at its edges, at service penetrations and around socket boxes with the same attention the vapour layer gets, because a perfect membrane with a hole at every back box is a membrane with holes in it. Continuity is the property that matters; thickness is only the property that gets specified.

Reveals and junctions are where it shows first. The strip of masonry beside a window is too narrow to line at full thickness, so it runs colder than the wall around it, and the mould appears there long before it appears anywhere else in the room. Whatever the build-up, check the temperature at the vapour control layer against the dew point of the air the room will actually hold — not the air the drawing assumed — and check the reveal separately, because it is the detail that fails first and is the hardest to open up afterwards.

The barrier's position within the build-up, not the total insulation thickness, is what decides whether it sits above or below the dew point — this puts a temperature on the layer so the argument stops being about opinion.

The assumed indoor air temperature.

The outdoor winter design temperature for the site's climate zone.

The full wall assembly's total thermal resistance, interior surface to exterior surface.

The portion of the total R-value between the interior face and where the vapor barrier sits.

The dew point temperature of the interior air, based on its temperature and relative humidity.

Temperature at vapor barrier location

55.9 °F

ComparisonA comparison, not a check — no result here is an approval.

The temperature at this location stays above the interior dew point shown below, so condensation is not predicted under the design conditions entered. No risk predicted under these conditions is not the same as none. The conditions are the ones you entered, and one surface is not the assembly.

Interior air dew point
50 °F

What this calculation does not cover

  • Air leakage, not diffusion, is what usually wets a wall, and there is nothing about it here. The gradient gives the temperature at the plane; it cannot say how much moisture arrives there. A wall that passes this check and leaks warm interior air through a top plate, a service penetration or an unsealed electrical box deposits far more water at that plane than vapor diffusion through an intact assembly ever could.
  • The R-values entered describe the clear field of the wall, between the framing. The path through every stud, plate and header is colder than this straight line says, and at a steel stud or an uninsulated slab edge much colder — so an assembly that passes in the middle of a bay can be sitting below dew point on the back of the sheathing at every framing member, which is exactly where mold turns up.
  • It is one snapshot at one pair of temperatures, and it totals nothing. What damages an assembly is how many hours a year it spends below dew point and whether it dries out in between. A wall that dips below on a few cold nights and recovers is not the same wall as one that stays below for a month, and this returns the identical verdict for both.
  • The obvious fix for a failing result can produce a wall that cannot dry. Moving the barrier inboard is right only if the outboard side is open to vapor. Where a low-perm layer already sits outside — exterior foam, a self-adhered membrane, an impermeable sheathing — a second one inside traps whatever gets past either of them, and the assembly then passes this temperature check with no drying path in either direction.

Two order sheets that do not look alike

Set the two takeoffs side by side and the difference is shape rather than price. One is dominated by a consumable measured against area, delivered as bags, with a shelf life once opened and a real risk of running out on a Friday. The other is dominated by discrete components measured against a count of rows, delivered in boxes, with a real risk of over-ordering by half. A merchant will quote both without comment, and the quotes will look broadly comparable, which is how a route gets chosen on the wrong basis.

They are also not interchangeable once the wall is half done. Switching from dabs to a grid partway along an elevation changes the lining depth, which changes every reveal, every socket box, the skirting return and the ceiling junction on that wall — and it puts a visible step in the finished plane at the point where the routes meet. If the survey leaves any doubt about whether the wall will take a bonded lining, resolve it before the first board rather than proving it with the first board.

The same wall priced two ways — what each route puts on the order, and what governs the quantity
Order lineDabbed liningFurred liningWhat sets the quantity
Bonding mediumGypsum adhesive by the bag: area times published spread rateCartridge adhesive on battens, or none at all on steel channelThe bag's or the tube's own data sheet, for that application method
Fixings into masonryOnly the supplementary mechanical fixings the system calls forEvery row of channel, at rows times fixings along each rowAnchor manufacturer data or evaluation report for that base material
Screws into the liningEffectively noneA box per handful of boards, perimeter spacing closer than fieldThe fastening schedule for the assembly being built
Packing and shimsNone: dab thickness absorbs the deviation within its own limitOne at every anchor on a bowed wall, ordered with the anchorsThe worst reading from the straightedge survey
Void createdShallow and closed, with no usable service zoneChannel depth plus packing, insulated and run throughInsulation thickness, socket box depth, and the floor area you can lose
The same wall priced two ways — what each route puts on the order, and what governs the quantity

What shows up a year later

Dabbed linings fail quietly. A board sounds hollow over an area where the dabs were thin or the background was dusty, and it stays sounding hollow for years without cracking; then a shelf goes up, or a door slams often enough, and the edge lets go. Cracking at board joints usually traces back to a missing perimeter band rather than to the taping. And under raking light on a gloss or near-gloss finish you can sometimes read the dab pattern through the board, because bonded areas and the void between them do not warm, dry or move at quite the same rate — which is a defect nobody can fix without taking the lining off.

Furred linings fail visibly, which is arguably better. A wave in the wall means packing was skipped at an anchor and the channel bent to the wall instead of the wall bending to the channel. Screw heads popping in a line means a channel that was not tight against its packer and is now flexing every time the heating cycles. Anchors that were driven into perp joints work loose in their own time. All of those are readable a year later, all of them are traceable to a specific ten minutes of work, and all of them are cheaper to avoid than the survey that would have found them was to carry out. Photograph the grid before the boards go on: the picture costs nothing and it is the only record of where the fixing lines are once the room is finished.

Settle these on the wall, not at the merchant

Six things that decide the order, in the sequence they are actually found on site — the survey first, because it picks the route, and the route decides everything under it.

  • Straightedge and plumb survey — The worst deviation on each elevation, written on the wall. Nothing else in this list means anything until that number exists.
  • Primer or bonding agent — Named in the system literature and chosen by suction, not by habit — the wrong one on the wrong background is a lining that lets go in sheets.
  • Adhesive bags or anchor boxes — One order is mass against an area, the other is a count against rows. Decide which before asking anybody to quote the wall.
  • Packing at every fixing — Rigid shims ordered in the box with the anchors, rather than cut from offcuts on the day and forgotten halfway up the wall.
  • Backing for later fixings — Pattress or through-fixings marked out for every radiator, unit run, rail and bracket before the first board covers the masonry.
  • Void depth, fixed once — Channel plus packing sets the insulation thickness, the socket box depth, the reveal returns and the floor area the room loses.
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Opens the calculators above on one screen with the dimensions from this article already filled in. Quantities only — this site publishes no price list, because local prices vary too much to publish honestly.

Drawn from

  • ASTM C840, Standard Specification for Application and Finishing of Gypsum Board
  • ASTM C645, Standard Specification for Nonstructural Steel Framing Members
  • ASTM C754, Installation of Steel Framing Members to Receive Screw-Attached Gypsum Panel Products
  • ASTM C557, Standard Specification for Adhesives for Fastening Gypsum Wallboard to Wood Framing
  • ASTM C1002, Standard Specification for Steel Self-Piercing Tapping Screws for Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs
  • Gypsum Association GA-216, Application and Finishing of Gypsum Panel Products
  • BS EN 520, Gypsum plasterboard — Definitions, requirements and test methods
  • BS EN 14496, Gypsum based adhesives for thermal/acoustic insulation composite panels and plasterboards — Definitions, requirements and test methods
  • BS EN 14195, Metal framing components for gypsum plasterboard systems — Definitions, requirements and test methods
  • BS 8212, Code of practice for dry lining and partitioning using gypsum plasterboard
  • BS 5250, Management of moisture in buildings — Code of practice
  • PAS 2035, Retrofitting dwellings for improved energy efficiency — Specification and guidance
  • BRE Digest 245, Rising damp in walls: diagnosis and treatment
  • TMS 402/602, Building Code Requirements and Specification for Masonry Structures
  • ACI 318, Building Code Requirements for Structural Concrete — Chapter 17, Anchoring to Concrete

Guidance, not a specification. Local codes, the engineer of record and the product manufacturer’s instructions govern where they differ from anything written here.