The Grid Is Ordered Long Before the Terrazzo Is
A lobby measuring 23.4 m by 8.4 m — near enough 77 ft by 27 ft 6 in, about 2,120 sq ft of finished floor — will swallow somewhere north of two hundred metres of divider strip. None of that is stock you pull off a rack. Divider strip is a manufactured section ordered in a named alloy, at a stated top width, at a depth that has to match a topping thickness nobody has poured yet, and it arrives in sticks cut to the supplier's standard length. On a fit-out programme the strip order routinely has a longer lead time than the terrazzo itself, which means the panel layout has to be settled and approved while the slab is still being power-floated by somebody else.
That is the awkward part of this job. The setting-out drawing is not a record of what you did; it is a purchase document, issued and signed off before a single line is chalked. Once the architect has approved a strip layout, the grid stops being yours. Moving a line 150 mm to clear a lift threshold after the strip has been cut to length turns a five-minute decision into a variation, a re-cut and a fortnight.
So the sequence runs backwards from the way the floor gets built. Survey the substrate and find the lines the slab has already drawn. Confirm which terrazzo system is actually specified, because that decides what a strip is for. Set the grid against the building's structural lines rather than its finishes. Count the strip runs, count the exposed edges at every other floor covering, price the movement-joint assemblies separately, and only then let anyone put a pour date in the programme.
A Strip Is Not the Same Object in Every System
In the cementitious systems the divider strip is a crack-control device wearing a decorative hat. A cement-and-chip topping shrinks as it cures, and shrinkage that has nowhere to go arrives as a random crack across the middle of a panel. Strips give that movement a straight, metal-edged place to arrive at, which is why panel size and panel proportion are constrained in cementitious work and why the strip layout is a technical submission rather than a graphic one. BS 8204-4, Screeds, bases and in situ floorings — Part 4: Cementitious terrazzo wearing surfaces: Code of practice, and the National Terrazzo and Mosaic Association's system specification guides both address panel sizing; read the current edition rather than the figure you remember from the last job, because the limits differ between systems and between the two documents.
In a thin-set resin system — epoxy or polyacrylate — shrinkage is small enough that crack control is not the strip's job at all. There the strip is a design line, a colour change and a screed rail, and panels can run considerably larger than any cementitious grid would tolerate. That difference is the single biggest swing in this package. Halving the panel spacing in both directions on the lobby below takes its strip length from 226 m to a little over 420 m, and the difference lands entirely on your material cost. If the specification is still open when you are asked for a number, run the quantity twice and say which assumption the price sits on.
One thing does not change with the system: the strips are the screed rails. The topping is laid to their tops and ground back to them, so a strip top is the finished floor level, in metal, permanently. Setting divider strip is therefore a levelling operation carried out to a datum, not a decorative one carried out to the underbed surface, and every millimetre of error you leave in a strip line is a millimetre the grinder has to take out of the surrounding floor.
Alloy is a compatibility question, not a taste question. Brass is a copper-zinc alloy and a portland cement matrix is strongly alkaline; strip suppliers and NTMA guidance both flag the risk of discolouration and attack where the two sit together, which is why white alloy and plastic strips are so common in cementitious work and why brass appears more freely in resin systems, where the matrix chemistry is different. Put the question to the strip supplier in writing against the matrix that is actually specified, and get a sample cast in that matrix if the client is buying the look rather than the line.
| System | What the strip is doing | What sets its depth | The layout mistake it punishes |
|---|---|---|---|
| Sand cushion, cementitious | Divides the topping into shrinkage panels and holds the screed line | Topping thickness plus the embedment into the underbed | Panels larger or more elongated than the code of practice allows |
| Bonded or monolithic, cementitious | The same panel control, with the grid also answering to the slab directly beneath it | Topping thickness measured off the prepared slab | A strip line that misses the slab joint it was drawn to sit over |
| Epoxy or polyacrylate thin-set | A design line, a colour change and a screed rail — shrinkage control is not its job | The nominal topping thickness the system is specified at | Strip ordered deeper than the topping, so it stands proud of the trowel |
| Any system, at a moving joint | Nothing. A strip cannot move | Set by the joint detail, not by the strip schedule | One strip used where the detail needs two and a sealed gap between them |
The Slab Has Already Drawn Some of Your Lines
Walk the slab with the structural drawings and the ground-floor setting-out plan before proposing any grid. What you are looking for is every discontinuity that will still be moving after you have gone: day-joints from the pour sequence, sawcut control joints, isolation joints boxed around columns and run along the perimeter walls, and the structural movement joint where the frame is deliberately split in two. ACI 302.1R, Guide to Concrete Floor and Slab Construction, is the document that governs how those joints were meant to be laid out; it is also the quickest way to work out what you are looking at when the sawcut pattern on site does not match the drawing, which is often.
The rule that follows is short and it costs money when it is broken. Any joint in the substrate that genuinely moves has to be carried up through the terrazzo as a joint, not as a strip. The detail is two sections back to back with a gap between them, or a proprietary expansion divider with an elastomeric insert, and where it is sealed on site the sealant is a movement joint in its own right — sized and tooled to ASTM C1193, Standard Guide for Use of Joint Sealants, using a sealant qualified under ASTM C920, Standard Specification for Elastomeric Joint Sealants. A single brass strip laid over a moving joint does not restrain anything. The topping cracks anyway, a finger's width from the strip and dead parallel to it, which is the most conspicuous crack the floor could possibly produce.
Sawcut control joints are a softer case and a specification decision rather than a matter of physics: in cementitious work a divider strip set directly over a sawcut is common practice, because the strip is doing the same job the sawcut was doing one layer down. What is not negotiable is the volume of sealant somebody has to buy for the joints that stay open. Width, depth of fill and total run length are three numbers the terrazzo package usually forgets until the week it needs them, and a backer rod holding the bead to its designed depth changes that volume substantially.
- Mark every construction, control and isolation joint on a print, with its measured width, before proposing a single strip line.
- Identify which of those joints move and which merely opened once, and get the distinction confirmed rather than assumed.
- Draw the movement-joint assemblies first — they are fixed points, and the design grid has to work around them.
- Check the sawcut pattern against the drawing on site; a slab poured in a different sequence has its joints somewhere else.
- Record the mat well recess, floor boxes, drainage points and any depressed slab, since each one interrupts a strip run and adds edges.
Once the moving joints are marked and measured, the sealed ones become a length, a width and a fill depth — put those through here so the sealant arrives with the strip rather than a fortnight after it.
The total length of the expansion joint.
The width (gap) of the joint.
The depth of sealant or filler material within the joint.
Filler volume needed
1.929 gal
They open the calculator with your figures already in it
Concrete Expansion Joint Filler Calculator: 1.93 gal — shown in imperial, US market. The link sets both, so the result they see is the one on your screen.
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
- No waste allowance. This is the bare geometric volume of the joint - it adds nothing for spillage, tooling loss, part-used cartridges, or offcuts when preformed filler board is cut to length and depth. Order in whole cartridges or boards above this figure.
- It assumes a solid rectangular fill across the full width and depth entered. A sealant bead tooled concave over a backer rod holds less than that, and the backer rod itself is neither counted nor sized here.
- This does not size the joint. Whether the width can absorb the movement expected at that location, and whether the fill depth suits the sealant's movement class, come from the specification and the sealant data sheet - the calculator only multiplies the three dimensions you give it.
- One constant cross-section is assumed over the whole run. There is no allowance for a joint that has opened or closed with the season since it was measured, saw-cut wander, a thickened slab edge, intersections and corners, or blockouts around columns and posts.
- Where the joint crosses a fire-rated floor or wall, the fill is a tested and listed fire-rated joint system with its own materials and fill depth, not a volume of ordinary sealant. Nothing here sizes or substitutes for that listing.
Set the Grid to the Building, Not to the Plaster
Lobby walls are late work and they lie. Feature panelling, glazing lines, the reception joinery and the lift architraves all move during a fit-out, sometimes by more than the tolerance you are working to, and a strip grid squared off a wall that has not been built yet is a grid that will be wrong. Take your control lines off the structural grid — column centres, established from the setting-out engineer's marks — and offset from there. With three bays of 7.8 m down the length of this lobby, the grid lines themselves are the strongest datum on the floor and they are the only ones that will not have moved by the time the topping goes down.
Then decide what the grid must hit, because a divider strip is a straight metal line in a polished floor and the eye finds it from across the room. Lift thresholds, the centrelines of the main entrance doors, the edges of the entrance mat well, the face of the reception plinth and the boxes around the columns are all places where a line either lands correctly or visibly does not. A strip running 80 mm off a lift sill is the detail everybody notices and nobody can unsee, and it is far cheaper to shift the whole grid at the drawing stage than to argue about it on a floor that has already been ground.
Squareness is the next thing to spend. Measure both diagonals and check the long walls against a stringline; a lobby out by 15 or 20 mm over its length is unremarkable. That error has to go somewhere, and the choice is only ever which panel absorbs it. Push it into the perimeter panel against a wall, where a base or a skirting will cover the taper, and never into a panel whose edge runs along a threshold or the front of a joinery run, where it sits beside a straight machined line and reads as bad work.
With the fixed points settled, the arithmetic falls out. Quartering the 7.8 m structural bay gives strip lines at 1.95 m, and dividing the 8.4 m width into four gives 2.1 m, so the field lands as forty-eight panels of about 1.95 by 2.1 m — roughly 6 ft 5 in by 6 ft 11 in — which reads as a deliberate grid rather than an arbitrary one because it is derived from the frame. Panel proportion matters as much as panel area in cementitious work: a long, thin panel shrinks predominantly along its length and concentrates that movement at the ends.
Curves and inlays are a separate conversation and a separate line on the order. Radius strips are formed off site to a stated radius and quoted per piece, not per metre, and a heavy-top section cannot be bent to a true arc on the floor with anything you own. A logo, a compass rose or a border in a second colour adds strip length that a panel-grid calculation never sees, so measure the developed length of every feature line separately and add it in deliberately.
Count the Lines, Do Not Measure Them
The quantity comes out of counting runs, not out of scaling a PDF. Eleven interior lines across the width, each spanning 8.4 m, give 92.4 m. Three interior lines along the length, each 23.4 m, give 70.2 m. The perimeter strip against the walls adds 2 × (23.4 + 8.4), which is 63.6 m. Total 226.2 m, or about 742 ft, before a single allowance is added. Doing it this way is self-checking: the panel count and the line count have to agree with the floor area, and forty-eight panels of 4.095 m² comes back to the 196.6 m² of lobby you started with.
The perimeter is the item that gets left off, and on this floor it is 28 per cent of the total. Column boxes are the second: four columns boxed with strip at, say, 2.4 m of perimeter each is another 9.6 m that lives nowhere on the panel grid. The mat well surround, the strip line at a change of terrazzo colour, and the edging around any inlay are all in the same category — real lengths of ordered product that a grid drawing shows but a grid calculation does not count.
Then the allowance, and it is worth understanding what it is covering. Offcuts are not transferable across runs. A 2.1 m panel edge cut from a stick leaves a remainder that is only useful if another run in the layout happens to want exactly that length, and on a rectilinear grid derived from one bay dimension it often does. On a layout with angles, radius work or many short runs it does not, and the allowance has to rise accordingly. Confirm the supplier's stick length before you fix the grid rather than after — it is one of the few dimensions on this job you can still design around. And do not simply divide the total by the stick length and call the answer a purchase order; the line schedule is the order, and the allowance is what keeps the last two panels from being poured against a strip that came from a different batch.
Feed it the counted total — 226.2 m of grid and perimeter for the lobby above, before the column boxes, feature lines and allowance are added on top — and set the waste percentage from the shape of the layout rather than habit: a plain orthogonal grid is forgiving, a floor with radius work and angled borders is not.
SettingsSettings for this calculation
Waste is set to 5% by hand. Pick a tier above to replace it, or keep your own figure.
The total length of divider strip lines in the terrazzo pattern layout, before waste.
Extra strip material for offcuts at pattern intersections and edges.
Divider strip needed
173.3 ft
They open the calculator with your figures already in it
Terrazzo Divider Strip Linear Footage Calculator: 173 ft — shown in imperial, US market. The link sets both, so the result they see is the one on your screen.
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
- Length is one dimension of a strip; the one that has to be right is HEIGHT. The strip's top face is the screed line the topping is levelled to and then ground back to, so its depth has to match the system — an epoxy topping at 9 or 10 mm (0.39 in) takes a shallower strip than a bonded cement topping, and a sand-cushion floor deeper again. Order the wrong height and the strip is either buried under the finish or the grinder cuts into it on the first pass.
- Not every line in the layout takes the same product. Where a strip sits over a joint that genuinely moves — a slab expansion or isolation joint — a solid brass or zinc divider is the wrong piece: it is rigid, it shears, and the crack it was meant to control arrives beside it anyway. Those lines need a movement joint assembly with a compressible or elastomeric core, counted and priced apart from the plain dividers in this total.
How Deep Is the Strip You Just Ordered
A divider strip is ordered by five things: alloy, finish, top width, gauge and depth. The first four are visible on a sample board and get argued about at design stage. Depth is the one that goes wrong quietly, because nobody sees it until the strips are on site and the underbed is already screeded.
Depth is the finished topping thickness plus whatever embedment the system needs below it, which means the topping thickness has to be fixed and confirmed against the approved section before the order goes out. In a sand cushion floor, the strip stands on the underbed and rises to finished floor level, so an underbed screeded 6 mm thicker than the section says leaves every strip on the job 6 mm short — and there is no way to recover that other than lifting them or drowning them. In a thin-set resin floor the strip depth is effectively the nominal topping thickness, and one ordered deeper than that sits proud of the trowel and has to be ground down as a separate operation.
Setting them is a levelling job. Establish finished floor level from the building datum, not from the slab, transfer it around the lobby, and set the strips to a laser or a taut line with the anchoring lugs bedded in the stiff paste or adhesive the system calls for. Check straightness along the whole run rather than between adjacent panels: a 23.4 m line that wanders 10 mm in the middle will be read against the mullion spacing of the glazed façade behind it and will lose that comparison every time.
Before the strip goes on order, open a check hole through whatever is already down and measure the build-up rather than trusting the section drawing. Slab levels, an unexpected screed from a previous trade, or a depressed slab at the mat well that was never poured to the depression shown all change the depth you need, and they change it across the entire order. This is a fifteen-minute exercise that has saved entire packages.
Where the strip sits in the floor
- Divider strip — the screed rail and the finished floor level in metal; ordered by alloy, top width, gauge and a depth taken from the topping thickness Terrazzo Divider Strip Linear Footage Calculator
- Terrazzo topping — poured between the strips and ground back to their tops; where the system is a resin one it is bought as a resin-to-aggregate ratio by weight Epoxy Terrazzo Resin-to-Aggregate Mix Calculator
- Reinforced underbed — the sand-cement bed the strips are set on and anchored into, carrying the wire reinforcement that holds a cracked panel together
- Cleavage membrane on a sand bed — deliberately breaks the bond to the slab, so movement and cracking below do not print straight through into the finished topping
- Structural slab — its sawcut and construction joint pattern is a fixed input to the strip layout, not something the terrazzo grid can overrule Concrete Control Joint Spacing Calculator
Where the Terrazzo Stops
Every place the floor changes material needs an edge, and the edges are ordered on the same day as the strip because they come from the same kind of supplier in the same kind of stick. In this lobby that means the three exposed sides of the entrance mat recess at 3.6 + 2.4 + 2.4 m, two carpet transitions into the lift lobby at 3.6 m each, the return around the reception plinth at 4.2 + 1.2 + 1.2 m, and a pair of back-of-house thresholds at 1.1 m. Twenty-four point four metres, near enough 80 ft — but bought as six separate runs, four mitred corners and twelve stick ends, which is the number that actually drives the allowance.
Profile height is the specification that matters, and it is set by the finished terrazzo thickness rather than by the trim catalogue. A profile chosen for a 10 mm tile against a thin-set terrazzo topping leaves a lip standing above the floor; one chosen too shallow leaves the terrazzo edge unprotected at exactly the point where a trolley wheel will find it. Where the abutting finish is tile, the movement-joint detailing in the TCNA Handbook for Ceramic, Glass, and Stone Tile Installation, detail EJ171, applies to the joint between the two finishes and not just to the tile field. Manufacturers' profile literature — the SCHIENE, JOLLY and RONDEC families from Schluter-Systems are the reference most specifiers reach for — lists heights in the same increments the tile trade works to, which is why matching one to a terrazzo thickness takes a moment's checking rather than a glance.
The transition is also an accessibility item, and it is checked. Under the 2010 ADA Standards for Accessible Design, Section 303 Changes in Level, and the equivalent provisions of ICC A117.1, Accessible and Usable Buildings and Facilities, a change in level up to 6.4 mm (1/4 in) may be vertical; between 6.4 and 13 mm (1/4 and 1/2 in) it must be bevelled no steeper than 1:2; anything greater has to be ramped. A mat well whose recess was poured 4 mm shallow, plus a trim profile 3 mm proud, is how a lobby fails that clause with nobody having made a decision to do so. Measure the recess before ordering the profile, not after.
Written for tile trim, but a terrazzo edge profile is bought exactly the same way — measured exposed edge plus an allowance for mitres and short runs. Take the 24.4 m above and lift the waste percentage, because six short runs mean twelve stick ends rather than one long run's two.
SettingsSettings for this calculation
Waste is set to 8% by hand. Pick a tier above to replace it, or keep your own figure.
The total length of tile edges that will be exposed and need trim protection.
Extra trim material for corner miters and offcuts.
Edge profile needed
105.8 ft
They open the calculator with your figures already in it
Tile Edge Profile (Trim Strip) Linear Footage Calculator: 106 ft — shown in imperial, US market. The link sets both, so the result they see is the one on your screen.
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
- Part of a profile system is sold by the piece, not by the length. Molded outside corners, inside corners and end caps are separate items, and they are what finishes a return cleanly — a site-cut miter in an anodized or powder-coated profile leaves a raw cut edge on show at the exact corner everyone looks at. Count corners and stops off the drawing alongside the linear total.
The Grinder Arrives and Edits Your Work
Grinding is where setting-out errors become permanent. The floor is rough ground, the voids are grouted, and the surface is taken down through progressively finer passes — and the strip tops go down with it, because they are part of the surface. A strip left standing proud gives the machine two options and neither is good: flatten the strip, taking thickness off a section that was never meant to lose much, or take the surrounding floor down to meet it, which on a thin-set topping means grinding a long way into a layer only a few millimetres deep to begin with. A strip set low is worse, because it never fully surfaces on the first cut. The line appears in some panels and breaks in others, the cure is to grind the whole floor down to the lowest strip on the job, and until somebody does that it is a ghosting line the client finds in the first week and never stops finding.
Top width and gauge earn their price at this stage. A heavy-top section survives repeated regrinding over the life of a lobby floor and holds a crisp line; a light section, ground twice in fifteen years, gets thin. That is an argument to have with the specifier while the sample board is on the table, because it is invisible in a photograph and obvious underfoot a decade later. The polished finish itself carries the other check nobody in the strip conversation raises: the slip performance of a polished terrazzo entrance floor is measured by ANSI A326.3, the standard test method for dynamic coefficient of friction on hard surface flooring, and an entrance bay that gets wet in November is exactly where that number gets tested in anger.
Grinding terrazzo is also silica work. OSHA 29 CFR 1926.1153, Respirable Crystalline Silica, governs it, and wet grinding with the slurry contained is the normal control — which in an occupied or partially handed-over lobby means water management, edge protection around the wet area and a conversation with the building manager that is easier to have a fortnight early. The programme consequence is real: the strip layout you approved determines how many linear metres of edge the machine has to work up to by hand, and hand edging is the slowest hour on the floor.
What Actually Goes on the Order
The order is not two hundred and forty metres of brass. It is a schedule of sections against the approved drawing, each with its own alloy, finish, top width, gauge, depth and stick length, and each with a run length that somebody can check against the layout. Splitting it that way is what makes a delivery verifiable on the tailgate rather than three weeks later when a run comes up short.
Add spare stock deliberately, in the same alloy and the same batch, and keep it labelled with the drawing reference after handover. Terrazzo lobbies get altered — a new security line, a reception desk moved, a door blocked up — and the repair that matches is the one cut from the offcut box rather than reordered five years later against a finish that has quietly changed.
| Order line | What to state | Why it is a separate line |
|---|---|---|
| Field strip, T section | Alloy, finish, top width, gauge, depth, stick length, total run | Depth comes off the approved section drawing, not off the last job you did |
| Perimeter and abutment strip, L section | The same, plus which leg faces the terrazzo | The perimeter is over a quarter of this lobby's strip length and is the item most often left out of the count |
| Movement joint assembly | Joint width, anticipated movement, insert or sealant specification | A strip cannot move; this is a different product with a different lead time |
| Radius and formed pieces | Radius to the strip centreline, arc length, piece count | Formed off site to a stated radius and priced per piece — they cannot be trued on the floor |
| Edge profiles at other finishes | Profile height against finished terrazzo thickness, finish, mitres, end caps | Height mismatch is both a trip hazard and a change-in-level compliance question |
| Attic stock | Length per section type, labelled with the drawing reference | A later alteration matched from the original batch is the only invisible repair |
Before the strip order goes to the supplier
Five things to have written down and agreed while the layout is still a drawing. Every one of them changes a number on the order rather than a detail on site.
- Strip line schedule, run by run — Interior lines counted in each direction against their span, never scaled off a drawing; the panel count times the panel area has to come back to the floor area.
- Perimeter, column boxes and feature lines — The lengths a panel grid does not contain. On a rectangular lobby the perimeter alone is commonly a quarter to a third of the total.
- Moving joints located, with the assembly named — Two sections and a sealed gap, or a proprietary expansion divider — priced and lead-timed separately from field strip, because it is a different product.
- Topping thickness confirmed off the approved section — Strip depth is topping thickness plus embedment; confirm it against an opened check hole, since an underbed screeded off-section makes every strip on the job the wrong height.
- Exposed edge length at every other floor finish — Mat wells, carpet transitions, joinery plinths and thresholds, listed as separate runs so the mitre and offcut allowance reflects how many runs there actually are.
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.
