Interiors

Overboarding or Taking Down a Lath and Plaster Ceiling

Two answers to a bowing Victorian ceiling — board over it or take it out — and the screw length, dust and container size that decide which.
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Push Up on It With a Flat Hand

The front bedroom of an 1897 terrace had a shallow dish in the ceiling, maybe 15 mm across a 3.4 m span, and the owner had long since stopped seeing it. What changed her mind was a hairline that opened around the rose one January and had closed again by June. Two tradesmen looked at it in the same week. One priced screwing 12.5 mm board over the lot and skimming it; the other priced taking it all out, and mentioned that the pipe run above would be worth doing while it was open. They were describing two different ceilings, and only one of them was in that room.

A lath and plaster ceiling is held up by an interlock, not by adhesion. Softwood laths — riven and tapered in older work, sawn and more even by the 1930s — are nailed across the joists with a six to ten millimetre gap between them. The first coat, haired and pressed up hard, squeezes through those gaps and slumps over the back of the lath as it sets. Each slumped lump is a key, and a ceiling is carried by a few thousand of them together. The float and setting coats below add stiffness and a surface; they hang from nothing.

The failure is always the same one. Keys shear off — timber shrinkage, a century of slammed doors and footfall above, a leak, a plumber kneeling between the joists — and the slab starts hanging on friction and paint. It dishes, then cracks, then one day a panel of it lands on the bed. Push up with a flat palm, not fingertips, and feel whether the plaster moves independently of the lath. Tap across it and listen for the change from solid to hollow. Then get above it: lift a board in the room over, or take a torch into the loft and hold the beam almost flat along the lath. You will see either a forest of intact keys or a bed of broken crumbs lying on the back of the ceiling — the ceiling's own debris, and the most honest evidence there is.

What is above the paint

A Victorian ceiling being overboarded, seen in section: the joists at the top, the laths nailed across them, the lime plaster whose keys hook over those laths, the new board screwed through the whole lot, and the skim that closes it.
  1. Ceiling joists — hand-set at roughly 400 mm and rarely at exactly 400 mm, and on an upper floor usually carrying the floor above as well as the ceiling below Ceiling Joist Spanning Lineal Lumber Aggregator
  2. Timber laths — nailed across the joists with a deliberate gap between them; if these are still tight the ceiling can be boarded over, and if they are loose it cannot
  3. Lime plaster and its keys — the first coat squeezed through the lath gaps and set over the back of them; when those hooks shear off the slab is hanging on friction alone Demolition Bulk Volume Swell Calculator
  4. New plasterboard — screwed through the old plaster and lath into the joists, which is why the fastener is far longer here than on any other ceiling in the house Ceiling Plasterboard (Gypsum Board) Sheet Calculator
  5. Skim finish — two millimetres of gypsum finish plaster that closes the joints and takes the paint, and that copies the plane beneath it exactly Gypsum Plaster Finish Coat Volume Calculator

Two Routes, and What Chooses Between Them

The first question people ask is which route is cheaper, and it is the wrong one, because the two are not alternatives for the same ceiling. Overboarding hands the whole weight of the old ceiling to the screws you drive, and through them to the lath nails and the joists. Where the laths are still gripped hard and only the keys have gone, that is a genuine structural repair: the new board becomes what carries the old slab. Where the laths have worked loose or the nails have rusted away, it is fastening a new ceiling to a failing one.

The second limit surprises homeowners, so it is worth saying flatly: overboarding does not straighten anything. The board is drawn tight to whatever plane it finds and takes that plane with it. A 15 mm dish stays a 15 mm dish, now finished immaculately and lit by a pendant hanging out of the middle of it. If the bow is the complaint, either the ceiling comes down or battens go up first, packed to a laser line — and battens make the screw length problem in the next section worse rather than better.

Then the things that have nothing to do with structure. A run cornice or a moulded centre rose is buried by 12.5 mm plus skim: the top member disappears, the rose loses a third of its relief, and the room's proportions change in a way nobody can name and everybody notices. Board up to the cornice, or take the ceiling down. Head height at a door lining matters in a 1930s house as it never does in a Victorian one. And a cold loft with 50 mm of 1970s mineral wool in it turns demolition into cheap access.

Weigh the disruption honestly, because it is the real difference. Overboarding a bedroom is a day and a half for two people, no container, the room usable that evening. Taking the same ceiling out is three to five days, a container in the street, and a dust event that reaches the rest of the house. The extra days buy access; if you have no use for it, they buy nothing.

What tips the decision one way or the other, and what to check it against
What you findWhich route that points toWhere the check comes from
Laths tight to the joists, keys failed over most of the ceilingOverboarding is a genuine repair — the new board carries the old slabFlat-palm push from below, plus a torch along the lath from above
Laths springy, split, or nails rusted out of the joist faceTake it down; screws into failing lath fix nothingMovement of the lath itself, not just of the plaster on it
Run cornice or a moulded centre rose you intend to keepBoard up to it, or take the ceiling down — never board over itMeasure the cornice projection and the depth of the rose relief
Any textured coating whose date you cannot establishNothing at all happens until it has been sampledControl of Asbestos Regulations 2012; OSHA 29 CFR 1926.1101
Listed building, or plaster of demonstrable historic interestConsent may be required before the plaster is touchedPlanning (Listed Buildings and Conservation Areas) Act 1990
Cold roof space above with thin or no insulationRemoval buys access you will not get again cheaplyThe thermal element provisions of Approved Document L
Ceiling forms part of a fire-separating floor in a flat or a loft conversionThe tested assembly governs, not the board thicknessApproved Document B and the listed assembly named in the specification
What tips the decision one way or the other, and what to check it against

Nothing Is Disturbed Until the Coating Has Been Tested

Overboarding is often sold as the option that leaves the old ceiling undisturbed. It does not. It drives several hundred screws through it, and if there is a textured coating up there, every one of them is a small drilling operation into a material of unknown composition. This gate applies to both routes and comes before everything else here.

In the United Kingdom, textured coatings applied before the 1999 prohibition on chrysotile can contain asbestos, and a stippled ceiling in a house of this age is exactly the material that historically did. Work on it falls under the Control of Asbestos Regulations 2012, with the Health and Safety Executive's Asbestos Essentials task sheets setting out the controlled methods. In the United States, OSHA's construction asbestos standard at 29 CFR 1926.1101 treats surfacing material in buildings constructed no later than 1980 as presumed asbestos-containing unless sampling shows otherwise.

Lead is the second gate and easier to forget because it is invisible. A ceiling of this age has been painted a dozen times and the early coats are the ones that matter. In the United States, disturbing painted surfaces in pre-1978 housing falls under the EPA's Renovation, Repair and Painting Rule at 40 CFR Part 745 Subpart E — certified firm, contained work area, specified cleaning; in the United Kingdom the Control of Lead at Work Regulations 2002 apply. Dry sanding is the most efficient way there is to put old paint into the air of a house people sleep in.

The third thing in the void is not a regulated hazard but will still stop the job. A century of chimney soot, coal dust, mortar droppings and rodent debris sits on the back of the laths and comes down as one event the moment the plaster does. On a top-floor ceiling that void is the roof space, where in the United Kingdom bats and their roosts are protected under the Wildlife and Countryside Act 1981 and the Conservation of Habitats and Species Regulations 2017: evidence of a roost halts the work until a licensed ecologist has been.

Everything the Screw Has to Cross

This is the arithmetic that quietly kills a lot of overboarding quotes, and it belongs on the back of an envelope before anyone agrees a price. A 12.5 mm sheet over 20 mm of old plaster over 8 mm of lath is a little over 40 mm of material before the point has touched timber. On top of that sits the bite into the joist the fastener requires — ASTM C840 and the Gypsum Association's GA-216 state a minimum penetration into wood framing for single-layer work, commonly given as 5/8 in (16 mm), while the British and European systems publish their own figures for their own screws. That modest example already totals 56 mm, and a 15 mm board over 30 mm of plaster passes 70 mm — either of which is where a collated screwgun stops being able to help you.

Measure the old ceiling rather than assuming it. Take the cover off the rose and measure at the cable hole, or pull a downlight and measure at the cut edge, and do it in more than one place: hand-floated work is thicker at the edges of a room than in the middle, and thicker again over a patch.

Head profile is not a detail here. A board screw has a bugle head that sinks into the paper face and stops; a countersunk timber screw keeps going and punches through, at which point the fastener holds nothing but gypsum core. Long board screws exist for multi-layer work and are what this job wants — coarse thread, in the length the stack-up demands.

Then the layer in the middle, which is why overboarded ceilings loosen. The screw is not clamping the board to the joist; it is clamping it to a brittle crust of century-old plaster, and that crust crushes. Drive hard and you excavate a crater around the head, the board never pulls tight, and the fixing goes slack within a season. Set the depth stop light and drive to just-tight.

All of which changes how you count. On a bare joist ceiling you can separate a perimeter spacing from a field spacing, because you know where the sheet edges land. Overboarding, every screw has to find a hand-set joist through the twenty-eight-odd millimetres of opaque old ceiling in front of it, and the edges land where the joists allow, so the practical answer is a uniform grid at the closest centres the board will accept. Count it the way you are going to fix it.

The four thicknesses a single overboarding screw has to add up
What the screw crossesHow the figure is establishedWhy it moves
New board9.5, 12.5 or 15 mm, chosen against the joist centres you actually measuredThe board maker publishes a maximum framing centre for each thickness on ceilings
Old plaster below the lath lineMeasured at the rose, a downlight or a service hole — never assumedHand-floated work varies across one room, and patches vary again
The laths themselvesMeasured at the same openingRiven lath is tapered and is not a single thickness
Bite into the joistThe minimum stated for the fastener being usedASTM C840 and GA-216 in North America; the system manual for UK and European board
The totalSum of the four, rounded up to a length your merchant actually stocksCollated guns run out of capacity long before long board screws run out of length
The four thicknesses a single overboarding screw has to add up

Enter the ceiling area and the grid you have settled on: overboarding is counted as one uniform pattern rather than as edges and field, because the sheet edges land wherever the old joists put them.

The total area of the drywall ceiling to be fastened.

The on-center screw spacing applied uniformly in both directions.

Total screws needed

230 screws

High confidence

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

  • It counts screws and says nothing about which screw. Length is governed by board thickness plus the penetration behind it — at least about 16 mm (0.63 in) into wood framing, three threads past the far side of a steel stud — and the point has to match the framing: a fine-thread point spun into timber strips its own hole, a coarse-thread point in steel turns without ever drawing the board tight. Overhead, a fastener that never pulled the board up shows as a sagging joint months later, not on the day.
  • No number of screws rescues board that is too thin for the framing it sits on. 12.5 mm (0.5 in) board on joists at 600 mm (24 in) centres sags between them under its own weight, and sags faster once blown insulation is lying on top of it; the answer is thicker board, sag-resistant board, or tighter framing. Tightening the fastening schedule instead just puts more screws into a curved ceiling.
  • Where the board is set in adhesive the schedule is a different one. Bonded ceilings are fastened at a wider spacing than screw-only ceilings because the adhesive carries the field, so the spacing entered above has to come from the schedule for the method actually being used — take the wider spacing and then skip the adhesive, and the ceiling ends up with half the fasteners it needs and nothing holding the field.

Board Over a Surface You Cannot See Behind

Finding the joists is the first hour and it defeats anyone expecting a detector to do it. A magnetic finder lights up on the lath nails, and there are hundreds of those at thirty-odd millimetre intervals across the whole ceiling. Establish one joist properly — a fine pilot hole probed until it goes solid, or a patch of skim scraped back until the nail line reads — then step off from it, confirming every line rather than laying them out with a tape. These joists were set by hand and are genuinely irregular.

Snap chalk lines on those centres, then carry each mark down onto the wall a few centimetres below the ceiling line. The moment the first sheet goes up every line you drew is invisible, and the marks on the wall are what keep you hitting timber for the rest of the day.

Run the sheets across the joists and cut them so the ends land on timber. That is where the waste allowance goes: on a new build you work in whole sheets, and here you cut nearly every one to a measured length to chase joists set out by a man with a folding rule in 1897. Fifteen per cent is realistic rather than generous.

Before ordering, count what has to come down by the thickness of the board plus the skim: every downlight, the rose plate, the smoke alarm base, the loft hatch lining. Each is a hole cut in a new sheet and a return visit by whoever owns that trade.

  1. Prove dead every circuit feeding a fitting in that ceiling before a screw is driven.
  2. Establish one joist by probe or scrape, then confirm each of the others individually.
  3. Snap the joist lines and transfer every one onto the wall below the ceiling line.
  4. Set the sheets across the joists, cut ends onto timber and staggered between rows.
  5. Fix from the middle of each sheet outward, and stop the gun the moment it is tight.
  6. Cut back to the cornice line rather than running board over it.

Take the sheet count off the measured ceiling area with a waste allowance that reflects cutting nearly every sheet to a joist you did not set out — this same count is what the fastening grid above gets multiplied against.

SettingsSettings for this calculation
Who is doing the work?

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

The total area of the ceiling to be sheeted.

The coverage area of a single gypsum board sheet — a 1.2 × 2.4 m sheet is 2.88 m², a 4 × 8 ft sheet is 32 sq ft.

Extra material to allow for cut waste around fixtures, edges, and openings.

Ceiling sheets needed

8 sheets

High confidence

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

  • Counts sheets without asking which board. Ordinary 1/2 in (12.5 mm) board on ceiling framing at 24 in (600 mm) centres is marginal, which is why the 5/8 in (15 mm) and sag-resistant grades exist, and a water-based texture or a load of blown insulation on top of the wrong one has it sagging between the joists inside a season. The sheet count is identical either way; the ceiling is not.
  • Butt joints are why board length matters on a ceiling, and a count made of areas cannot see them. A ceiling is best hung with the longest board that will get into the room, because a butt joint has no tapered edge to bury the tape in and every one of them shows under light raking across the ceiling from a window — eight-foot and twelve-foot sheets can give the same number here and a visibly different finish.
  • Area taken off a plan is not the surface of a raked ceiling. A vaulted or sloped ceiling holds more board than its footprint by the slope factor, and trays, coffers and bulkheads add returns that never appear on a plan at all.

Bringing It Down Without Losing the House to Dust

If the decision goes the other way, the first day is containment rather than demolition. Clear the room, sheet or lift the floor, seal the doorway with a zipped screen rather than a sheet and a nail, tape the loft hatch, and put an extractor in the window. On the top floor the void you are about to open connects to the roof space and therefore to every other ceiling on that floor.

Two methods, and they produce different waste. Working the plaster off first with a wide scraper, from a corner and along the run of the laths, leaves the laths standing to be levered off afterwards joist by joist — two separate streams, mineral arisings and clean timber, which is worth having when it comes to the container. Taking plaster and lath down together in sections is faster and leaves one mixed heap nobody will recycle. On a small room the mixed method is defensible; on a whole floor it is not.

Then the quantity, which almost everybody gets wrong in the same direction. In place the ceiling is a thin slab: sixteen square metres at a combined twenty-eight millimetres is just under half a cubic metre, which sounds like five or six barrow loads. Broken up it is nothing of the sort — fractured plaster carries voids and laths tangle rather than stack.

One honest caveat about the arithmetic. The swell factors published in the demolition estimating literature, and therefore the ones the calculator offers, are for concrete, block, brick and stone, because those are the materials the literature covers. There is no consensus swell factor for lath and plaster and this site will not invent one. Run it at the highest listed factor, treat the answer as a floor rather than a forecast, and correct it against the first container you actually fill.

  1. Settle any textured coating question before the first tool touches the ceiling.
  2. Empty the room, protect or lift the floor, seal the doorway with a zipped screen.
  3. Prove the lighting circuit dead at the rose, not at the consumer unit — the drops are stapled to the joists.
  4. Strip the plaster first, corner outward along the lath run, keeping the mineral waste separate.
  5. Lever the laths off joist by joist, drawing or punching the old nails as you go.
  6. Vacuum the joist tops and the wall plate before anything new is offered up.

Turn the in-place slab into the loose heap you have to move, and read the answer as a lower bound: the listed factors are masonry conventions, and lath in the mix bulks beyond them.

The intact, in-place volume of the masonry or concrete before demolition.

The type of masonry/concrete being demolished — different materials bulk by different amounts.

Estimated bulked (swelled) volume

26 cubic yards

Medium confidence

These are typical demolition-estimating swell factors, not a universal engineering constant — actual bulking varies with the demolition method (mechanical breaking vs. explosive vs. hand demolition) and resulting debris piece size. Use a higher factor for finely broken debris and confirm against your hauler/estimator's experience on similar material.

Swell factor used
1.3 x

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

  • The in-place volume from a length x height x thickness take-off is the structure alone, and the container receives everything attached to it. Plaster and render, screed, cavity insulation, timber lintels and bearers built into masonry, tile and its bedding — none of that contributed to the solid volume entered, all of it leaves in the same load, and on a finished internal wall it is a substantial share of what goes out.
  • The swell factors are for material that breaks into loose pieces, and reinforced concrete does not. The bar holds broken slabs together, so the debris stands in tangled sections occupying far more space than 1.3 times its solid volume until the reinforcement is cut out. A reinforced slab, a ring beam or an RC frame needs the bar handled as its own operation, and the volume on the ground before that happens bears no relation to this figure.

The Container Fills by Volume and Fails by Weight

There are two ways to get the container wrong and they pull in opposite directions. Order for loose volume alone and a mixed heap of plaster arisings can reach the weight limit at half full — a container you have paid for and cannot legally have collected. Order for weight alone and the laths, which weigh almost nothing and stack almost not at all, fill the box before the tonnage is anywhere near. Check the volume and the weight limit as two separate constraints and take whichever binds first.

Access decides more than size in a terrace. No driveway means the container stands on the highway, which in the United Kingdom needs a permit from the highway authority together with lighting and markings, and in many streets means no container at all. The fallback is bulk bags handed through the house, and that changes the arithmetic completely: a bag rated for a tonne fills with plaster arisings long before it reaches one, and an overfilled bag is one the crane will refuse. Settle this before the ceiling comes down — a heap on a bedroom floor is a concentrated load on a floor designed for furniture.

Put the loose volume from the previous section in and check it against the weight limit as well: on this waste stream the two constraints bind at different fill levels, and the binding one is not always the one you expected.

Volume of waste as it will be thrown in.

What is going in.

The hire company's stated limit.

Container volume required

7.75 yd³

Medium confidence

Volume is the binding constraint at this density.

Estimated weight
3,657.65 lb
Metric tonnes
1.66 t
Cubic yards
7.75 yd³
Volume this container can take at the weight limit
37.37 yd³
Containers needed on weight
1 load

What this calculation does not cover

  • Densities are typical loose figures. Wet soil and saturated plasterboard weigh substantially more than the values used here.
  • Segregating waste usually costs less than mixed disposal and is required for several materials — hazardous waste, plasterboard in some jurisdictions, and anything containing asbestos, which must never go in a general container.

The New Offcuts Are a Different Stream Entirely

Whatever route the ceiling took, boarding it produces a second waste stream that must not be tipped in with the first. Gypsum in anaerobic landfill can generate hydrogen sulphide, which is why board waste is separated from biodegradable waste — in England and Wales the regime derives from the Landfill (England and Wales) Regulations 2002, and comparable restrictions apply elsewhere. Clean offcuts are also genuinely recyclable back into new board.

Board waste is light and extremely bulky, so the conversion between volume and tonnage is what tells you whether the second container is a container at all or two bags in the front garden. Be clear about what that density describes: broken plasterboard offcuts, not the material that came off the ceiling. Old plaster bonded to timber lath is contaminated as far as any recycler is concerned, and quoting both streams as one number misjudges the disposal twice over.

Convert the offcut volume from the boarding into tonnage for the segregated container, and keep the figure apart from the strip-out arisings, which are a different material with a different destination.

The volume of gypsum waste in cubic yards.

Approximate weight

2.5 short tons

High confidence

About 0.25 short tons per cubic yard (500 lb/yd³) for broken plasterboard thrown loose into a container; published C&D factors run 394-500 lb/yd³. The board itself is roughly twice as dense. A planning figure, not a specification. Confirm the figure with your supplier or waste contractor before relying on it.

Conversion factor applied
0.25 short tons per cu yd

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

  • Paper-faced board takes water up rather than shedding it, and it is light enough that a soaking adds a far bigger share of its own weight than the same rain adds to rubble. Wet board also softens and slumps, so the volume you measured moves as well as the tonnage.
  • A stripped partition is not board. The studs and track come down with it and both are lighter in bulk than broken board, so a whole-partition volume overstates the board tonnage — more so again where the wall was insulated. Where gypsum has to be kept out of mixed waste that material is leaving the board container anyway, so split the pile before you measure it.
  • Sheet count is the better route only on a strip-out. Counting sheets off a wall against the manufacturer's published weight per sheet skips the density step entirely, but on new boarding the waste is the offcut fraction rather than the sheets, and the same sum returns several times the tonnage that reaches the container. Published weights are for new, dry, unskimmed board, which is not what comes off a wall either.

Plasterboard offcuts are among the bulkiest waste streams on a fit-out, and they are light enough that containers fill by volume long before they approach a weight limit. Gypsum also has to be segregated: most jurisdictions require it to be kept out of general mixed waste, because in landfill conditions it can generate hydrogen sulphide. Planning a separate container for board offcuts is therefore a compliance matter as much as an efficiency one.

The Joists You Can Finally See

The first hour after a ceiling comes down is the most informative of the job. You find the joist notched half its depth for a 1970s heating flow and return, the one cut clean through for a soil pipe and never trimmed, the split running back from a bearing, and occasionally beetle damage where joist ends sit in damp external masonry. None of it was visible an hour earlier and all of it was there.

The second thing you find is that they are not in a plane. Joists set out by hand and loaded for a century sit at different levels, and boarding straight onto them reproduces the undulation you just paid to demolish. The fix is a grid of battens run across the joists and packed to a laser line: it straightens the ceiling, gives a service void above the board, and lets you fix at whatever spacing the board wants. That grid is arithmetically identical to the joists themselves — members at a chosen spacing along the room, each spanning its width — so new joists, sistering members and levelling battens are all one count and one total length of timber.

Load deserves its own paragraph, because the ceiling is about to get heavier. Board, battens, insulation between, and anything laid over the joists in the loft all add permanent load, which is governed by BS EN 1991-1-1 in Europe and ASCE/SEI 7 in the United States. A ceiling joist of this age is often also the floor joist of the room above, sized by eye rather than by a table. If anything looks doubtful — a notch through the middle third, a visible sag, a crushed bearing — that is a structural engineer's call, not a boarding decision.

Everything else that wants doing above a ceiling wants doing now: insulation, the cable route for the lighting you actually want rather than the one you inherited, the pipework that has been weeping for a decade. In England, taking the ceiling off a cold roof space also brings the thermal element provisions of Approved Document L into view — read the current edition, because both the trigger and the target performance have moved more than once.

Room length, room width and the spacing you have chosen give the total run of timber, whether the members are new joists or the levelling battens that put the ceiling back into one plane.

The overall length of the building, along which joists are spaced.

The building width, which each ceiling joist must span.

The on-center spacing between joists.

Total ceiling joist lumber needed

507 ft

High confidence
Number of joists
26
Whole bays between joists
24
Short bay at the last joist
12 in

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.

10 ft2 m33 ft10.06 m19.5 ft5.94 m16 in406.4 mm

What this calculation does not cover

  • The total is the in-place length of the joists, not the lumber to buy. It assumes every joist runs the full building width as one continuous piece, so it excludes off-cut waste, the extra material where a span longer than the available stock length has to be made up from two members, and the overlap itself where joists lap over a central bearing wall. Minimum lap length at the bearing is jurisdictional.
  • Nothing here tests whether the joists can carry the span. No section size, species, grade, deflection limit or attic loading is asked for, so an 8 m clear span at 24 in centres is aggregated just as readily as a span well inside a published span table. Allowable ceiling joist spans shorten as spacing widens and as attic storage loading is added, and the governing deflection limit is stricter for a plastered or boarded ceiling than for an unfinished one; both are jurisdictional.
  • The two building dimensions are not interchangeable, so the answer depends on which one you enter as length. A 12 m by 8 m building at 24 in centres returns 160 m of lumber, while the same building entered as 8 m by 12 m returns 168 m. Joist direction is fixed by the bearing walls and, in a pitched roof where the ceiling joists also act as rafter ties resisting outward thrust at the wall plate, by the rafter direction; the calculator has no notion of that thrust or of the tie connection at each end.
  • Only plain field joists are counted, with nothing added and nothing taken away. Blocking, strutting or herringbone bracing at mid-span, rim and end joists, hangers, strongbacks and ceiling binders are all outside the total, and no joists are subtracted where a stairwell, loft hatch or vaulted section interrupts the run. The span above which intermediate rows of strutting become a requirement is set by local rules.

Board Straight Onto Timber

With the old ceiling gone the fixing is ordinary again. The screw crosses the board and a known depth of timber, so its length comes off the board thickness and the required bite rather than off a measured stack of unknowns. Sheet edges can be planned onto framing, which means perimeter and field fastening are two different spacings once more, and the honest way to count them is per sheet and then multiplied by the sheets going up.

Provide timber behind every cut end: sheets across the joists or battens, ends staggered between rows, a noggin at every square end. On a room whose walls are staying, the ceiling perimeter lands on old wall plaster that is neither flat nor square — leave the sheet a little short rather than forcing it. Keep fasteners back from the sheet edges by the distance the board standard states, and drive them to a firm dimple with the paper face intact.

Sheet size, the perimeter spacing, the field spacing and the sheet count give the screw count for the reboarded route, where edges and field genuinely differ because you decided where the edges land.

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.

Joints on a Plane That Was Never Flat

Two factory-tapered long edges meeting each other are an easy joint; that is what the recess is for. The cut ends are not, and this job produces more of them than a new build does, because sheets were cut to chase joists rather than run out to their full length. With a repaired plane behind them, the jointing here consumes more per square metre than the same area of new work.

Order against the area at the full multi-coat rate rather than pricing off a count of joints. The published coverage figure covers a whole board area finished to a complete taped system and already assumes a normal density of joints. Where a ceiling like this outruns it is in local filling — the low spot over a batten that needed one more pack, the shallow step where two sheet ends met over a twisted joist.

The junction between the new ceiling and the old wall plaster deserves a decision rather than a default. Scrim and fill it and you have a rigid line between two materials with different movement, which cracks in the first heating season about as often as not. A shadow gap or a flexible sealant line can move without telling anybody, and on a ceiling rebuilt inside walls that have stood since 1897 the flexible answer is the honest one.

Price the jointing against the boarded area at the full three-coat rate rather than against a joint count, because the extra material on this work goes into local filling rather than into the joints themselves.

SettingsSettings for this calculation
Who is doing the work?

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

The total drywall surface area being taped and finished.

Compound scraped back into the pan, left to skin over, and sanded off the wall.

Joint compound needed

1 4.5 gal box

Medium confidence

Textured ceilings, level-5 finishes, or heavily-taped small rooms (more seams per sq ft) use more compound than this flat-area estimate assumes.

Area to finish (with waste)
473 sq 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.

What this calculation does not cover

  • The pan-and-sanding loss is one percentage over the whole area, so it does not rise by itself for a room of many outside corners and butt joints, where more compound comes back off the wall; set it higher for a room like that.
  • One coverage figure stands for the whole three-coat sequence, so embedding, fill and finish are never separated: a job stopped after the tape is bedded, or one given an extra pass over butt joints, will not track the number shown.
  • Only the mud itself is counted — the paper or mesh tape bedded into that first coat, the beading on external angles and the fasteners buried underneath are all bought by length or by count, and a single area figure cannot produce either.
  • Imperial answers round up to whole boxes while the metric answer is the bare mass required, so the two sides of the unit toggle are not the same figure in different clothes, and neither side deducts an opened box already standing in the van from a previous room.
  • The metric figure is worked back from the published net weight of that same North American 4.5-gallon box rather than from the rated spread printed on a locally stocked tub, so a compound mixed to a different density or solids content will not land exactly on it.

Two Millimetres That Cannot Straighten Anything

There are two ways to finish a boarded ceiling and they are regional habits rather than right and wrong answers. British practice skims the whole surface in gypsum finish plaster, giving a monolithic face with no joint anywhere to photograph through the paint. North American practice tapes and coats the joints and paints the paper, which is faster and leaves joints disguised rather than eliminated. The skim route is what the application standards for gypsum veneer plaster cover — ASTM C843 for the plaster and ASTM C844 for the base it goes on — while in Europe the material and its application sit under BS EN 13279-1 and BS 8481.

A skim is two to three millimetres in two passes and it is not a levelling coat. It follows the board with great fidelity: it will not pull a bowed ceiling flat, it will not bridge a step between sheet ends, and over a step it produces a hard edge that catches the light rather than a soft one that does not. Everything flat about a finished ceiling was decided by the battens, the fixing and the sheet layout. The skim only reports on them.

The base has to be right for the plaster to work at all. A board that has been rained on, one fixed with proud screw heads, a surface dusty from cutting — each produces crazing or a blown patch that has to be cut out later. Get the volume before mixing rather than after: it is a small quantity with a short working life, and the way a first skim goes wrong is almost never the arithmetic and almost always a bucket that stiffened while somebody was still working the far corner.

Ceiling area and the applied thickness give the volume of finish plaster for the skim, which is the last chance to buy the right amount of a material that will not wait while you go back to the merchant.

The total area to receive the finish coat.

The applied thickness of the finish coat.

Finish coat plaster volume

23.56 gal

High confidence

The finish coat is thin, and its quantity is small relative to the coats beneath. What it is not is forgiving — it reveals whatever the brown coat left behind rather than correcting it.

Equivalent volume
0.12 yd³

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.

finish coat 0.118 infinish coat 3 mmbrown coat

What this calculation does not cover

  • A FINISH COAT IS A THICKNESS OF 2-3 MM AND A QUESTION OF FLATNESS, not a quantity to be stretched. Applying it thicker to bury a background that was never levelled is the commonest cause of a finish that crazes or delaminates, and no material figure prevents it.
  • Set is time, not quantity. A bag mixed and not used inside its working time is waste regardless of the area it would have covered, so the order is governed by how much can be laid in one working period as much as by the wall.
  • Says nothing about the background it is going on to. Finish plaster over new board, over a brown coat and over painted plaster are three different preparations with three different suction conditions.
  • Excludes the scratch and brown coats, which together account for most of a rendered wall's material.
  • Coverage varies markedly with the texture being achieved; a smooth trowelled finish and a heavy float finish consume different amounts of the same product.
  • Does not include the first coat new plaster takes before it is decorated, a mist coat or a primer made for new plaster, nor the paint that goes over it.

The order the decisions actually get made in

The workspace opens on a 16 m² bedroom ceiling at a fifteen per cent waste allowance. Change the area to your own room, then work down the list — the first three items decide which half of this article applies to you.

  • Coating sampled, or established as post-ban — Applies to both routes. Overboarding drives hundreds of screws through the surface, which is a disturbance whatever the quote calls it.
  • Laths tested, from below and from above — Plaster moving on sound lath can be boarded over. Lath moving on the joists cannot, and nothing you screw to it will change that.
  • Cornice, rose and door head measured — Board plus skim buries the top of a run cornice and shortens the head clearance; both are irreversible once the room is finished.
  • Old plaster and lath thickness measured in three places — Taken at the rose or a downlight. This is the number the screw length is built on, and it varies across one room.
  • Screw length totalled and rounded to a stocked size — Board, plus plaster, plus lath, plus the bite the standard or the system manual requires — then check a collated gun will actually take it.
  • Container decided against volume and weight both — Strip-out arisings hit the two limits at different fill levels; highway access may decide the whole question before either does.
  • Board offcuts kept as a separate stream — Clean gypsum is segregated and recyclable; plaster bonded to lath is neither, and mixing them forfeits both.
Open this as a workspace →

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
  • Gypsum Association GA-216 — Application and Finishing of Gypsum Panel Products
  • ASTM C1002 — Standard Specification for Steel Self-Piercing Tapping Screws for Application of Gypsum Panel Products or Metal Plaster Bases
  • ASTM C1396 — Standard Specification for Gypsum Board
  • ASTM C843 — Standard Specification for Application of Gypsum Veneer Plaster
  • ASTM C844 — Standard Specification for Application of Gypsum Base to Receive Gypsum Veneer Plaster
  • BS EN 13279-1 — Gypsum binders and gypsum plasters: definitions and requirements
  • BS 8481 — Design, preparation and application of internal gypsum, cement, cement and lime plastering systems
  • BS EN 1991-1-1 — Eurocode 1: Actions on structures. General actions: densities, self-weight, imposed loads for buildings
  • ASCE/SEI 7 — Minimum Design Loads and Associated Criteria for Buildings and Other Structures
  • Control of Asbestos Regulations 2012 (United Kingdom), with HSE Asbestos Essentials task guidance sheets
  • OSHA 29 CFR 1926.1101 — Asbestos (construction)
  • US EPA Renovation, Repair and Painting Rule — 40 CFR Part 745 Subpart E
  • Control of Lead at Work Regulations 2002 (United Kingdom)
  • The Building Regulations 2010 (England), Approved Document B (Fire safety) and Approved Document L (Conservation of fuel and power)
  • Planning (Listed Buildings and Conservation Areas) Act 1990
  • Historic England, Practical Building Conservation: Mortars, Renders and Plasters
  • SPAB (Society for the Protection of Ancient Buildings) Technical Advice Notes
  • Wildlife and Countryside Act 1981 and the Conservation of Habitats and Species Regulations 2017
  • The Landfill (England and Wales) Regulations 2002, as amended — segregation of gypsum from biodegradable waste
  • British Gypsum, The White Book — system selection and installation literature

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