Three documents counting three different populations
The fire strategy for the fit-out says 246. The client's brief says 180 desks and a stated policy of four days a week in the building. The eight WCs already drawn on each floor came off the landlord's shell-and-core package, which assumed one person per ten square metres across a plate that has since been carved into four demises. Nobody has lied and none of the three figures is wrong. They are answers to three different questions, and sanitary provision is the one item on the job where all three have to collapse into a single whole number that somebody then builds.
It hardens faster than almost anything else on the drawing, too. A washroom sits against a riser, the riser is a hole through a frame, and the drainage stack inside it was positioned when the structural package went out. Adding a pan to a range later is joinery. Adding a range later, or moving one to a floor that has no stack, is a hole through a slab, a fire-stopping detail, a structural check and a conversation with a landlord who has no reason to say yes. The count is cheap to change on a Tuesday in concept design and close to unchangeable eight weeks after that.
There are four moves and they only work in one order. Settle what population you are counting. Run it through the fixture table the jurisdiction has actually adopted. Add the accessible provision separately, because in most schemes it is not carved out of the number you just produced. Then convert the whole lot into square metres, which is the only step that tells you whether the first three were affordable.
Fixing the population before touching a fixture table
In the US the fixture tables are driven by occupant load, and the occupant load factors sit in IBC Chapter 10. That figure was assembled for a different purpose: it answers how many people could credibly be in the space when something goes wrong, and it is deliberately unkind. Buying sanitary fixtures against it purchases capacity for a crowd that will never stand in the building long enough to queue. Some authorities accept a lower sanitary population with the reasoning written down and others will not entertain it, which is a question to ask before a range is drawn.
Staff and visitors are separate populations and they behave differently, which is why the UK splits them across separate instruments. The Workplace (Health, Safety and Welfare) Regulations 1992 set sanitary conveniences at regulation 20 and washing facilities at regulation 21, and the HSE's guidance in L24 carries the scale, keyed to the number of people at work rather than the number of people in the building. BS 6465-1 does the wider job, giving scales of provision by building type with the dwell-time and peak assumptions it is making stated alongside them. A café with forty covers and a café with forty covers plus a takeaway hatch are the same room and two different populations.
The split between the sexes is where a count most often goes quietly wrong, and it is not a rounding argument. At equal fixture numbers the queue is not equal, because occupancy time per visit is not equal — which is the whole reason urinal substitution is a false economy when it is used to reach a WC count in an assembly building. In England, Approved Document T now governs how single-sex and universal toilet accommodation is arranged in new non-domestic buildings, and it changes the shape of the answer rather than just its size: a scheme of individual universal rooms counts, plans and queues differently from two single-sex ranges holding the same number of pans.
Finally, decide what kind of peak the building has. An office is a plateau with a bump either side of lunch. A cinema, a school and a place of worship are pulses — the whole population arrives at one fixture group inside about eight minutes, three or four times a day. The tables cope honestly with the plateau and only roughly with the pulse, and where the population is synchronised it is the queueing rather than the table that the client will remember.
- Obtain the occupant load the fire strategy uses, with the factor and floor area it came from.
- Ask the authority whether a lower sanitary population will be accepted, before anything is drawn.
- Split it three ways: staff on site at once, visitors present at once, and anyone the building holds only at a peak event.
- State the ratio between the sexes, and whether the scheme provides single-sex ranges, universal rooms, or both.
- Fix whether the peak is a plateau or a pulse, since that decides whether queueing rather than the table governs.
- Put all of it in a dated note naming the document and edition, before the ratio is applied.
WCs, urinals and basins are not one ratio
Every published scale is several ratios wearing one heading. The WC column has its own denominator and the lavatory column another, and they diverge as the population grows, because a basin is occupied for fifteen seconds and a cubicle is not. The last column is the one that goes missing from fit-out drawings with impressive regularity — a service sink, required for most occupancies, needing a cupboard, a floor drain and a tap that somebody has to find room for after the layout is signed off.
Urinals are a substitution mechanism, not a free fixture. The codes permit urinals to stand in for a stated proportion of the required water closets in certain occupancies, and the permitted proportion is not the same in the IPC as in the UPC, nor the same across occupancy groups within either. Read the substitution clause in the edition the jurisdiction has adopted rather than carrying across the figure you used on the last job, because it is one of the provisions that moves between editions and it is the single easiest way to arrive at building control with a range that is four pans short.
Whether the facilities have to be separated at all is a further question with its own exceptions — small occupant loads have long been allowed to share, and single-user rooms usable by anyone are now an explicit route rather than a workaround. It matters to the arithmetic, because a universal room is one fixture serving the whole population instead of one serving half of it: the totals look different and the area per fixture looks worse. That is a planning decision with a count attached, and it should be taken deliberately rather than discovered.
The count also has to be right in the right place. The codes limit how far a user may travel and how many storeys they may cross to reach the facilities, so a building can satisfy its total on aggregate and still fail because the fixtures are stacked on the floors with the easiest riser. On a multi-tenant fit-out that is the constraint deciding whether a demise may borrow provision from the landlord's common facilities, and the lease and the code tend to answer at the same time without agreeing.
| Where the job is | The scale of provision | What the number is keyed to |
|---|---|---|
| US, IBC and IPC adopted | IBC Chapter 29 and its minimum plumbing fixture table, reproduced in IPC Chapter 4 | Occupant load derived under IBC Chapter 10, separated by sex unless an exception applies |
| US, UPC adopted | The Uniform Plumbing Code's minimum plumbing facilities table in Chapter 4 | Occupant load again, but grouped differently, with ratios that do not match the IPC |
| England, non-domestic | Approved Document T for the arrangement, Approved Document M Volume 2 for accessible rooms | Building use and expected population, with T governing single-sex and universal accommodation |
| UK, anywhere people are at work | Workplace (Health, Safety and Welfare) Regulations 1992 regs 20 and 21, with HSE guidance L24 | The number of people at work, which is not the number of people in the building |
| UK, design guidance across building types | BS 6465-1, with BS 6465-2 for the space each appliance and cubicle needs | Population by building type, with the dwell-time and peak assumptions stated in the text |
| Australia | National Construction Code Volume One, sanitary and other facilities, with AS 1428.1 for access | Building classification and the number of persons accommodated |
Accessible provision is an addition, not a percentage
The commonest arithmetic error in this exercise is treating the accessible rooms as a slice of the number just calculated. The 2010 ADA Standards work the other way round: where toilet facilities are provided they are required to be accessible, at least one compartment in a multi-compartment room has to be a wheelchair accessible compartment, and once the compartments and urinals in a room reach the threshold in 213.3.1 an ambulant accessible compartment is required too. The exception for clustered single-user rooms is narrower than most people remember, so read it rather than assume it.
The UK arrives at a similar place through different documents and different geometry. Approved Document M Volume 2 sets out wheelchair-accessible unisex WCs and the ambulant cubicles that belong inside a range, and for certain building types a Changing Places facility is required on top of everything else — a room described in BS 8300-2 at roughly twelve square metres, with a hoist, a bench and a peninsular pan. That room is not a large accessible WC and it does not discharge any part of the ordinary provision. It is a separate space that has to be found, serviced and drained, and finding it late is how a scheme loses a meeting room.
So carry the numbers as two columns that never net off against each other: the standard provision the population demands, and the accessible provision the scoping requires. Price them in area rather than in fixtures, because the second column costs several times the first per pan. A wheelchair-accessible unisex WC is frequently the largest sanitary room on a floor plate, and on a small commercial building it can be the largest room of any kind that is not the main space.
The turning circle a 1500 mm room does not contain
Inside an accessible room the governing dimension is not the pan, the rail or the door — it is the clear space a wheelchair needs to turn around in and leave facing forward. The 2010 ADA Standards require a turning space within the room at 603.2.1, and 304.3.1 puts the circular version of it at 60 inches, which is 1,525 mm. There is an alternative T-shaped turning space at 304.3.2 for rooms where a circle will not fit but the three arms of a T will, and it is genuinely useful in a tight refurbishment. It is also a different geometric test, so a room that fails on the circle has not necessarily failed.
What kills the circle is never the room's nominal size; it is everything projecting into it. The pan and its clear floor space, the basin, the sanitary bin nobody drew, the drop-down rail in its down position, a radiator on the only clear wall, and above all the door. The ADA handles the last explicitly at 603.2.3, which lets a door swing into the required turning space but not into the clear floor space any fixture requires — the reason an in-swinging door can be acceptable in one arrangement and fatal in another that looks identical on the plan.
Then there is the 25 mm that catches out anyone working across jurisdictions. UK practice turns a wheelchair in 1,500 mm; the ADA circle is 1,525 mm. A wheelchair-accessible unisex WC dimensioned from Approved Document M Volume 2 at 1,500 mm by 2,200 mm therefore has a short dimension that sits below the ADA figure, and a room detailed to one document and audited against the other fails by an amount too small to see and too specific to argue with. Neither document is wrong. They are two rules for the same manoeuvre, and the only defence is knowing which one the project is being signed off against before the partitions are set out.
Whatever the target, test the clear internal dimension the room will have when it is finished rather than the one on the architectural plan. Tiling on a wet wall, boxing around the stack, a concealed cistern in a duct behind the pan and a stud thicker than drawn all take from that same figure, and always in the direction that hurts. On a refurbishment, measure the room before believing the record drawing.
| Space | The figure, and the document that publishes it | What it does not include |
|---|---|---|
| Circular turning space | 60 in / 1,525 mm diameter, 2010 ADA Standards 304.3.1 | Anything projecting into it — the bin, the radiator, a rail in its down position |
| T-shaped turning space | The alternative arrangement at 2010 ADA Standards 304.3.2 | A test the circle checker cannot perform; the three arms are measured separately |
| Wheelchair accessible compartment | Minimum width at 2010 ADA Standards 604.8.1.1, with depth varying by pan mounting | The circulation outside the compartment, which the room still has to provide |
| Ambulant accessible compartment | The narrow width band at 2010 ADA Standards 604.8.2 | Any part of the wheelchair provision — it is an addition to it, never a substitute |
| Wheelchair-accessible unisex WC | 1,500 mm by 2,200 mm, Approved Document M Volume 2 | A full 1,525 mm circle, which that rectangle's short dimension does not contain |
| Changing Places facility | About 12 m², described in BS 8300-2 | Any of the standard provision — it is counted and located on top of it |
Take the clear width and clear depth the room will have after finishes, with the door swing and every projection already subtracted, and see whether the circle survives — remembering that a fail here only rules out the circular option and not the T-shaped one.
The available clear width of the floor space.
The available clear depth of the floor space.
Limiting available dimension
5 ft
MEETS the 60 in (1,524 mm) circular turning space minimum. This checks only the 60-inch (1.524m) circular turning space requirement of ADA Section 304.3.1 — it does not check the alternative T-shaped turning space option (Section 304.3.2), floor slope (max 1:48), surface requirements, or obstructions/protrusions into the space.
- Required minimum diameter (ADA 304.3.1)
- 5 ft
They open the calculator with your figures already in it
Wheelchair Turning Space Clearance Checker: 5 ft — shown in imperial, US market. The link sets both, so the result they see is the one on your screen.
What this calculation does not cover
- Two dimensions can only describe a rectangle. A bathroom that wraps around a vanity, or a landing that narrows past a radiator, has no single clear width and depth — enter the overall room and this reports a pass while no 60 in circle actually fits anywhere in the clear area. What has to fit is one continuous unobstructed circle in one location, and on an irregular plan that gets drawn, not measured twice.
- The turning circle is one geometry in the room and it has to coexist with others. Maneuvering clearance on the pull side of the door and clear floor space at each fixture are separately dimensioned areas with their own rules, and a room can hold a compliant circle while the door approach or a fixture approach has nowhere to go. They are permitted to overlap one another, which is what makes this a layout exercise rather than a sum of areas.
- 60 inches is this document's minimum, not a design target and not the only figure in play. Larger powered chairs and mobility scooters need more room to come about than the minimum circle allows, and a space held to a different standard — a dwelling unit, or a jurisdiction working from ICC A117.1 rather than the 2010 ADA Standards — is measured against that document's own dimensions instead of this one.
A door into a room the size of a lift car
Sanitary rooms are where door clearances stop being a corridor problem and start being a room problem, because both faces of the leaf are constrained at once and by different owners. The outside face lands in a circulation route whose width was fixed by egress calculations months ago and which the fit-out is not allowed to narrow. The inside face lands in a room barely wider than the leaf is long. Approved Document M Volume 2 expects the door of a wheelchair-accessible unisex WC to open outward and to be releasable from outside in an emergency, which solves the inside problem by exporting it into the corridor.
The mechanics of the clearance table itself — how the required depth changes with approach direction, with the side you are standing on, and with what hardware is fitted — are set out properly in the doorway guide and are not worth restating. What is specific here is that the check runs on a route already spoken for, and runs for every accessible room rather than one representative door. A range at the end of a dead-end corridor, an accessible WC off a lift lobby and a universal room reached along a wall are three approach cases in one cluster.
Two details bite repeatedly. A washroom entrance off a protected lobby is usually a fire door with a self-closer, and a closer adds required depth on the latch-side approaches — so the doors most needing a generous landing are the ones a value-engineering exercise has most likely squeezed. And a door that satisfies the clearance table can still be too heavy: opening force limits apply independently of geometry, and a closer set hard enough to shut a warped leaf will breach them.
Run each accessible room's door twice — once for the corridor face and once for the inside face — with the closer and latch as they will actually be specified, because an outward-opening WC door moves the problem into a route somebody else has already dimensioned.
The direction someone arrives at the door from in a wheelchair.
Whether the door swings toward the person or away from them.
Whether the door has a self-closing device.
Whether the door has a latch that must be released to open it.
The clear width through the doorway with the door open ninety degrees.
Required clear depth at the door
60 in
The clear opening entered is at or above the 32 in minimum. The space alongside is measured beyond the latch side for front and latch approaches; for a hinge-side approach, check the figure in 404.2.4.1 for which jamb it is taken from before setting out. The maneuvering space must be level, within a slope of 1:48 in any direction, and must be clear of the door's own swing. Matching the figures quoted is not compliance. The rest of the requirement, and the installed work, are outside what this page can see.
- Clear space required alongside the doorway
- 18 in
- Total clear width of the maneuvering space
- 50 in
- Minimum clear opening width at the door
- 32 in
They open the calculator with your figures already in it
ADA Door Maneuvering Clearance Calculator: 60 in — shown in imperial, US market. The link sets both, so the result they see is the one on your screen.
Add the equipment this sizes
This result is a specification — 60 in — not a quantity. Put the thing it sizes into your project: how many, what you call it, and your supplier’s price.
What this calculation does not cover
- Manual swinging doors and gates only. Sliding, folding, automatic and power-assisted doors are covered by different provisions, and doorways without doors different again.
- Does not cover doors in series, recessed doors, or the additional clearance a recess deeper than 8 in (203 mm) imposes on the approach.
- Says nothing about opening force, closing speed or hardware operability, which are separate requirements a compliant landing does not satisfy on its own.
Turning the count into square metres before the grid is set
At this point you have two columns of fixtures and no idea whether they fit, which is the question the client is actually asking. BS 6465-2 closes that gap in the UK by giving the space each appliance and each cubicle needs, and the practical concept-stage move is a planning area per fixture that already includes its share of circulation, tested as a total against the plate and then checked in detail on the two or three critical rooms.
Several things inflate the area beyond the sum of the cubicles, and they are the items left out of the first estimate every time. The accessible rooms, as above. A lobby, because a room containing a WC is not permitted to open directly onto a space where food is prepared, which is a constraint that reshapes half the small commercial jobs that hit it. The cleaner's cupboard that houses the service sink the table required. The duct for the stack and the extract, which is a permanent reservation rather than a void you can borrow. And on a fit-out, the awkward fact that the existing riser is where it is.
If it does not fit there are three honest moves, all of them design decisions rather than plumbing ones. Reduce the population the count rests on, which means going back and getting the authority's agreement. Change to universal single-user rooms, which pack differently and sometimes better against an awkward plan. Or distribute the provision across floors within the travel and storey limits the code allows. That argument costs a meeting while the frame is still a drawing, and a slab penetration afterwards.
What the count does to the branch
The count now becomes somebody else's input, and the handoff carries a decision that belongs to whoever did the counting. Which column of the loading table applies is not a hydraulic question — it is set by the public or private designation of the room and by whether the pans are specified on flushometer valves or on cisterns, and both are usually settled in the same meeting as the count itself. How those columns are read, and why summing the manufacturers' flow ratings instead is the classic way to oversize everything, is the meter guide's territory. What belongs here is that the load behind an unchanged count can double on a specification decision made without anyone thinking of it as one.
There is also a failure mode particular to the buildings this exercise is aimed at. The fixture-unit curve descends from Roy Hunter's 1940 work for the National Bureau of Standards, and it rests on fixtures being used independently and at random. A school bell, a theatre interval and a shift change are the precise opposite of independent. The better-known complaint about the curve runs the other way — modern low-flow fixtures make it over-predict residential demand, which the meter guide deals with properly — but a synchronised commercial population pushes the error into the direction that hurts, and both the IPC and the UPC leave room for an engineered design partly for that reason. Where the population arrives together, treat the fixture-unit answer as a floor.
Flush valves also add a pressure constraint that cisterns do not, and it is easy to miss because it is not in the loading table at all. A flushometer has a minimum flowing pressure at the valve, published by its manufacturer and considerably higher than what a filling cistern tolerates. A branch sized purely to a velocity ceiling, with no check on residual pressure at the least favourable valve, gives the classic commercial washroom fault: the range behaves until two valves fire together and the third one at the end of the run will not clear the pan. The fix is knowing the valve's requirement before the branch is drawn, not fitting a larger pipe everywhere afterwards.
Total the supply fixture units for the range you have just counted, split by flush type rather than by pan count, and read the bore back at a velocity the occupants will not hear through the partition — then check it again against the valve's own minimum flowing pressure, which this does not know about.
The sum of water supply fixture unit values for every fixture served by this pipe segment.
A calibration constant that scales the square-root approximation to your building's fixture mix.
The maximum velocity allowed in the pipe to limit noise and water hammer risk.
The pressure available where the supply enters the building.
The length of pipe from the point of supply to the furthest fixture, following the run.
How much extra length is added to represent the elbows, tees and valves in the run.
The height of the highest fixture above the point of supply.
The pressure the metering assembly loses at your design flow.
The flow pressure the furthest fixture needs at its inlet to work properly.
Which Hazen-Williams roughness coefficient the friction calculation uses.
Minimum pipe diameter
0.862 in
Velocity governs this run. The diversified demand would fit through a smaller bore on pressure alone, but sustained velocity above the ceiling erodes the pipe and is audible through the building, so the velocity limit is the binding one and the pressure budget has room to spare.
- Estimated peak demand
- 14.31 GPM
- Diameter set by the velocity ceiling
- 0.86 in
- Diameter set by the pressure budget
- 0.77 in
- Pressure lost to static lift
- 58,286.8 Pa
- Pressure lost to friction at this diameter
- 122,120.36 Pa
- Pressure left at the furthest fixture
- 198,803.83 Pa
- Equivalent length used for friction
- 147 ft
They open the calculator with your figures already in it
Domestic Water Pipe Sizing by Fixture Unit Calculator: 0.8616 in — shown in imperial, US market. The link sets both, so the result they see is the one on your screen.
Add the equipment this sizes
This result is a specification — 0.862 in — not a quantity. Put the thing it sizes into your project: how many, what you call it, and your supplier’s price.
What this calculation does not cover
- Fixture-unit methods work because fixtures are used intermittently and rarely together. That diversity is the whole basis of the sizing, and it is why the pipe is far smaller than the sum of the fixture flows would suggest.
- Hunter's curve is old, and its age biases this in one direction. It was derived in the 1940s from fixtures using several times the water modern ones do, and it is well documented as oversizing systems built with low-flow fittings — the demand factor is the handle for that, and lowering it is a judgement with consequences rather than a correction.
- Excludes continuous-demand loads such as irrigation and hose bibs, which do not benefit from diversity and are added at their full flow.
- The friction calculation assumes one diameter for the whole run. A real system steps down as branches leave it, so the true loss is somewhere between this figure and the loss of a system sized entirely at the smallest branch — this is the screening answer, and a segment-by-segment calculation is the design one.
- Fitting losses are an allowance, not a count. Each elbow, tee and valve has its own equivalent length and a push-fit insert reduces the bore as well, so the percentage is a stand-in for a takeoff nobody has done. On a run with many tight bends it will understate the loss.
- The meter figure is yours to supply and this page cannot check it. Meter loss rises steeply as flow approaches the meter's rating and a backflow preventer or pressure-reducing valve often costs more than the meter itself; entering a nominal figure where the real assembly loses far more is the quiet way this calculation goes wrong.
- Velocity limits govern independently of flow: sustained velocities above roughly 2.4 m/s (8 ft/s) cause erosion and noise regardless of what the fixture units allow.
- The result is an internal diameter, not a pipe size. Nominal designations are not bores — copper, PEX and CPVC of the same nominal size have materially different internal diameters, and a push-fit system loses more at every joint — so take the next size up whose actual bore meets this figure in the material you are using.
The meter somebody else sized for somebody else's building
On a fit-out the incoming supply and the meter in front of it were sized for whoever was there before, which is fine when an office becomes an office. It is not fine when an office becomes a restaurant, a gym or a nursery. Each of those multiplies the fixture count and the loading behind it, each is an ordinary change of use in exactly these buildings, and the count you have just revised is the thing that quietly invalidated an assumption nobody wrote down. Whether you can do anything about it depends on a lease question as much as a technical one: a separately metered demise and a sub-meter off a landlord's bulk supply give you very different room to move.
Selecting and applying for a meter properly — the ratings, the loss curve, the backflow assembly and the form — is a job with its own guide, and there is no point in half-covering it here. The step that belongs to this exercise is narrower and comes first: put the demise's new loading total through a quick peak-demand estimate and see whether it has outgrown what is already installed. If it has, that is a programme item and possibly a design constraint, and it is much better known now than after the pans are ordered.
Put the whole demise's supply fixture unit total through it and compare the peak demand against what the existing meter is rated to pass continuously, before anyone assumes the landlord's incomer will carry the new use.
The sum of water supply fixture unit values for every fixture served by this meter.
A calibration constant that scales the square-root approximation to your building's fixture mix.
Estimated peak demand
22.6 GPM
A meter is sized on peak demand and on the pressure it costs you, not on the size of the pipe it sits in. Fitting a meter one size up because the main is large is a common and expensive error — an oversized meter under-registers low flows.
They open the calculator with your figures already in it
Water Meter Sizing Calculator (Fixture Units): 22.63 GPM — shown in imperial, US market. The link sets both, so the result they see is the one on your screen.
Add the equipment this sizes
This result is a specification — 22.6 GPM — not a quantity. Put the thing it sizes into your project: how many, what you call it, and your supplier’s price.
What this calculation does not cover
- Does not compute the meter's pressure loss at the design flow, which must be subtracted from the available pressure before sizing the distribution.
- Excludes fire demand entirely. Where a supply serves both domestic use and a fire system, the sizing basis and often the meter type are different.
- Meter accuracy classes have a minimum registrable flow. Continuous small leaks below that threshold pass unmetered, which matters for leak detection rather than for billing.
Drainage, air and the cost of over-providing
The same schedule becomes a drainage fixture unit total, and that sizes the branch and the stack — under IPC Chapter 7 where that code is adopted, or under the system types and discharge units of BS EN 12056-2 in Europe. Branch falls, trap seal protection and stack ventilation all follow from it, and the stack's position is the item on this whole list that genuinely cannot be moved later. The pan furthest from it is also the one whose branch fall and length are most likely to be marginal, which is worth checking while the range is still a rectangle on a plan rather than a set of pans on a wall.
Extract ventilation follows the fixture count too — Approved Document F in England and ASHRAE 62.1 elsewhere both set rates for sanitary accommodation, keyed to the room and its fixtures rather than to occupancy. Hot water is worth a thought alongside it, since commercial washrooms often take it from local heaters at the basin group rather than from central plant. And over-provision has a quiet cost: fixtures nobody uses are infrequently used outlets, which is a water quality regime of its own and is covered in the legionella guide rather than here.
Freezing it, and writing down why
The count will be questioned at least three times: by building control, by an incoming tenant's fit-out team who want the space for something else, and by the first person who queues. Every one of those conversations goes differently depending on whether the reasoning was recorded at the time or is being reconstructed from memory eighteen months later. The note is cheap. Reconstructing it is not, and reconstructing it wrongly is how a compliant building gets altered into a non-compliant one.
Six things belong in that note, on the drawing, dated. The population and how it was derived. The document and edition the scale came from, and whether the authority agreed to anything other than the default. Any urinal substitution taken and the clause permitting it. The accessible provision, listed separately and not netted against the rest. The service sink and where it lives. And the clear internal dimensions the accessible rooms need after finishes, so the first person to value-engineer a partition can see what they are spending. None of that is difficult work — it is early work, on the only decision in a small commercial job that owns a riser.
What to settle before the core is frozen
Six answers, each of them a written decision rather than an assumption, and the last two are the ones that decide whether the count you agreed can actually be built where you drew it.
- The population the count is based on — Not automatically the egress occupant load — record what was used, how it was derived, and whether the authority accepted it.
- The scale of provision and its edition — IBC Chapter 29, the UPC table, Approved Document T, the Workplace Regulations or BS 6465-1, named with the year in force on the job.
- Urinal substitution taken, and the clause allowing it — The permitted proportion differs between codes and between occupancies, and it moves between editions.
- Accessible provision, counted in its own column — Wheelchair-accessible rooms, ambulant cubicles and any Changing Places facility are additions to the standard count, not a share of it.
- Clear internal dimensions after finishes — Tiling, boxing and duct zones come out of the turning space, not out of the structural dimension you took them from.
- Supply fixture unit total, split by flush type — Flushometer valves carry roughly double the load of cisterns, and they bring a minimum flowing pressure with them.
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.
