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Quick answer

A water supply fixture unit (WSFU) is a code-assigned number that rates how much demand one plumbing fixture or bathroom group puts on the water supply pipes, so the units can be added and converted into a probable peak flow in gallons per minute for sizing the water service, meter and branches.

The conversion is not linear: more fixtures means a smaller chance they all run at once. Values come from your adopted code and differ between codes.

Quick facts

The key facts about Water Supply Fixture Unit (WSFU), with sources:

What it sizes
Water service, meter, mains, risers and branches 13
What it reflects
Fixture flow rate, how long it runs, and how often it is used 3
Lavatory (2012 IRC model table)
0.7 combined (0.5 hot, 0.5 cold) 1
Full-bath group (2012 IRC model table)
3.6 combined 1
10 WSFU, mostly flush tanks (2012 IRC)
About 14.6 gpm demand 1
Continuous loads
Sprinklers and similar are added in gpm on top 23
Origin
Hunter’s 1940 NBS weights and demand curves 2

Key takeaways

  • WSFUs measure demand on the supply side; drains use a separate number, the drainage fixture unit.
  • Totals are turned into a peak flow in gpm using a code table or curve, then pipe size is checked against pressure loss and velocity.
  • Doubling the fixture units does not double the gpm, because fixtures rarely all run at once.
  • Hunter’s 1940 method still underlies most tables; IAPMO’s newer Water Demand Calculator says it often oversizes modern homes.
  • Use the WSFU values and conversion table from the same adopted code; they differ between the UPC and IPC families.

What a water supply fixture unit measures

Every fixture pulls water when it is used, but not all at once. A whole-house water line sized for every tap running at full flow would be far too big.

A WSFU gives each fixture a weight that reflects three things: how fast it draws water, how long it runs, and how often it is used 3.

The concept comes from Roy B. Hunter’s 1940 report for the National Bureau of Standards. He assigned weights such as 10 for a public flush-valve toilet, 5 for a flush tank and 4 for a bathtub, and suggested home bathrooms get half the weight of the same fixtures in busy public use 2.

The Copper Development Association’s handbook explains the practical use: add the fixture unit values for all fixtures on a pipe, then translate that total into expected maximum demand using the procedure in your local code. It also notes that assigned values vary by jurisdiction 3.

Supply demand, not drain load

A WSFU sizes the pipes that bring water in. A drainage fixture unit (DFU) sizes the pipes that carry it away. The same toilet has one value in each table, and they are not interchangeable.

How a WSFU total becomes a pipe size

  1. Add the fixture units. Use your code’s table for each fixture or group, hot, cold or combined as needed 1.
  2. Pick the right curve. Systems mostly on flush tanks and systems mostly on flushometer valves convert differently 1.
  3. Convert to gpm. Read the probable demand from the code table; 10 WSFU on a flush-tank system is 14.6 gpm in the 2012 IRC table 1.
  4. Add continuous demand. Hose bibbs, lawn sprinklers and air conditioning that run steadily are added in gpm 32.
  5. Work out pressure available. Street or well pressure, minus meter loss, minus 0.434 psi for each foot of rise, minus pressure needed at the fixture 3.
  6. Choose the size. Pick a pipe whose friction loss over its length fits the pressure budget and whose velocity stays under limits, such as 8 ft/s cold and 5 ft/s hot for copper 3.
Process From fixture units to a water service size
  1. Sum WSFUAll fixtures on the pipe
  2. Convert to gpmCode table or curve
  3. Add continuous gpmSprinklers, hose bibbs
  4. Pressure budgetSupply minus losses and lift
  5. Pipe and meter sizeFits friction and velocity limits

The gpm figure is a probable peak, not the sum of every fixture’s full flow. Source: [1] [3]

How many WSFUs home fixtures and room groups carry (2012 IRC model table)

From 2012 IRC Table P2903.6 as reproduced in the 2012 Seattle Residential Code, which deleted it in favor of local rules. The table notes the hose bibb value assumes 2.5 gpm; current IRC and UPC tables may differ [sea].
Fixture or groupHotColdCombined
Lavatory0.50.50.7 1
Kitchen sink1.01.01.4 1
Bathtub (with or without shower head)1.01.01.4 1
Water closet, tank type—2.22.2 1
Clothes washer1.01.01.4 1
Hose bibb—2.52.5 1
Full-bath group (tub or shower stall)1.52.73.6 1
Half-bath group (toilet and lavatory)0.52.52.6 1
Kitchen group (sink and dishwasher)1.91.02.5 1
Laundry group (washer and laundry tub)1.81.82.5 1

Example: estimating peak demand for a two-bath house

This uses the 2012 IRC model values and its flush-tank conversion table to estimate a home’s peak demand. The house is an illustration; the values are from the table.

ItemCountWSFU each (combined)Subtotal
Full-bath group23.6 17.2
Extra lavatory10.7 10.7
Kitchen group12.5 12.5
Laundry group12.5 12.5
Hose bibb22.5 15.0
Total17.9, round up to 18 WSFU
Peak demand from the flush-tank table18.8 gpm 1
Chart WSFU total vs. probable demand, flush-tank systems

Demand rises much more slowly than fixture units: 5 WSFU is 9.4 gpm, 10 is 14.6, 20 is 19.6, 30 is 23.3, 40 is 26.3 and 50 is 29.1 gpm.

WSFU total vs. probable demand, flush-tank systems (gallons per minute)
ItemValue (gallons per minute)
5 WSFU 9.4 gpm
10 WSFU 14.6 gpm
20 WSFU 19.6 gpm
30 WSFU 23.3 gpm
40 WSFU 26.3 gpm
50 WSFU 29.1 gpm

Data period: 2012 IRC Table P2903.6(1), as reproduced in the 2012 Seattle Residential Code

Source: [1]

Compare that with adding every fixture’s full flow, which would be far higher; the table builds in the low chance of everything running at once. The next steps are a pressure budget and pipe sizing.

If a lawn sprinkler system will run during peak use, the CDA handbook says to add its actual gpm on top, since fixture-unit curves cover intermittent use only 3. The fixture unit calculator turns a WSFU total into demand using Hunter’s public curves.

Where WSFU totals show up in a project

On a new home or addition, the plumber or designer totals WSFUs to size the water service from the street or well and the main distribution lines. Utilities may ask for a fixture count or WSFU total when you apply for a new or larger water meter.

In a remodel, adding a bathroom, a second kitchen or an ADU adds WSFUs to an existing service. If the service and meter were sized tightly, showers may lose pressure when other fixtures run. Our repiping service page covers when supply lines get upsized.

In the California code, the text says the WSFU values in Table 610.3 include both hot and cold demand 5. Some IRC-style tables split hot, cold and combined values, which lets designers size hot and cold branches separately 1.

The type of toilet matters as much as the count. The same IRC table has a second column for systems mostly on flushometer valves, and at low totals it calls for far more flow than the flush-tank column in the chart above. The four pairs below are read straight from that table.

Key figures Flushometer-valve systems at the same WSFU (2012 IRC model table)
  • 15.0 gpm5 WSFUFlush tank: 9.4 gpm
  • 27.0 gpm10 WSFUFlush tank: 14.6 gpm
  • 35.0 gpm20 WSFUFlush tank: 19.6 gpm
  • 50.0 gpm50 WSFUFlush tank: 29.1 gpm

Source: [1]

What WSFUs do well and where they fall short

What it does well

  • Account for the chance that fixtures run at the same time 3.
  • Give a repeatable, inspectable sizing method.
  • Distinguish flush-tank and flush-valve systems 1.
  • Work for branches as well as the main service 1.

Where it falls short

  • Based on 1940 fixture use; IAPMO says field studies show Hunter’s method can oversize design flows by up to 27 times 4.
  • Oversized pipes hold water longer, which IAPMO links to stagnation concerns 4.
  • Do not include continuous loads, which must be added in gpm 3.
  • Values vary by code and jurisdiction 3.

What a WSFU total does not tell you

It is not a pipe size by itself. Hunter wrote that the weight scale is not a definite unit of flow but a load factor applied through a relation between fixtures and demand 2. The gpm figure still has to be checked against pressure, pipe length, elevation and velocity 3.

It does not size drains. That is a separate table and a separate check.

It may overstate demand in modern homes with low-flow fixtures. IAPMO’s Water Demand Calculator was built to estimate peak demand for single-family and multifamily homes with today’s efficient fixtures, and it keeps at least a 2x safety factor over measured use 4. Where your code allows it, it can be an alternative.

How WSFUs affect the cost of a water service

We do not list prices; fair numbers need dated local quotes.

A higher WSFU total can raise the size of the water service, the meter and the main lines.

Larger meters often carry higher utility connection or capacity charges, and larger pipe costs more to buy and install.

Long runs, uphill lots and low street pressure push sizes up further, because the pressure budget gets tighter 3.

On the other side, IAPMO reports an average saving of 513 gallons per dwelling unit per year from right-sizing with its calculator 4. See our plumbing cost guide and repipe cost estimator for how supply work is priced.

How a supply system is sized on a permitted project

Supply sizing is permitted work, done by a licensed plumber or designer. The general sequence:

  1. Confirm code and edition. UPC-based codes like the CPC, IPC-based codes, or an approved alternative such as the IAPMO calculator 4.
  2. Get the street or well pressure. The 2012 IRC model text required at least 40 psi static at the building entrance and no more than 80 psi without a pressure-reducing valve 1.
  3. Total WSFUs. By fixture or group, for each pipe segment 1.
  4. Convert and add continuous loads. Table or curve, plus sprinklers and similar in gpm 3.
  5. Run the pressure budget. Subtract meter loss, elevation at 0.434 psi per foot and fixture pressure 3.
  6. Size pipes and meter. Within friction and velocity limits; the 2012 IRC model text set a ¾-inch minimum water service 1.
  7. Inspect and test. Then the supply system gets its pressure test.

How to keep supply capacity where it was designed

  • Before adding fixtures or an ADU, ask whether the service and meter have room.
  • Keep a record of the original fixture count or permit plans.
  • Watch for pressure drops when two fixtures run; that can be a sizing limit, a failing pressure-reducing valve or scaled pipe.
  • Clean aerators and showerheads before blaming the pipes.
  • Old galvanized pipe narrows inside over time, lowering capacity no table accounts for.

Run the two-fixture test

Turn on a shower, then flush a toilet and open the kitchen tap. A brief dip is normal. A shower that drops to a dribble or swings hot and cold points to an undersized line, a pressure problem or a failing valve, worth a plumber’s look.

Which signs mean your supply is undersized

  • Shower pressure collapses when another fixture runs.
  • Upstairs fixtures are weak while downstairs ones are fine.
  • Noise or water hammer at high flow; fast water is noisy, which is why velocity limits exist 3.
  • Pinhole leaks in copper near elbows, which high velocity can contribute to through erosion-corrosion 3.
  • Pressure that has fallen since a remodel added fixtures.

High pressure is a hazard too

Do not raise house pressure to fix weak flow. The 2012 IRC model text required a pressure-reducing valve when static pressure exceeds 80 psi 1. Very high pressure strains water heaters, valves and hoses. Leave pressure-reducing valve adjustments and any water heater relief valve to a licensed plumber.

A plumber can measure static and flowing pressure and check pipe sizes. Static pressure is read with every tap closed and flowing pressure with a fixture open; a large gap between them points to the pipe. The leak detection service covers hidden leaks that also sap pressure.

Which codes and methods use WSFUs

California Plumbing Code, 2025 edition (UPC-based, in force 1 January 2026), §610.3: fixture water demand is represented by fixture units in Table 610.3, which include both hot and cold demand 5.

§610.4 (2022 text, not re-read in 2025): systems within Table 610.4 may be sized from that table or by the Appendix method in §610.5 6. Neither public copy showed the table values, so they are not reproduced here.

International Residential Code, 2012 model text (P2903.6 and Tables P2903.6 and P2903.6(1)): supply loads are figured by total WSFU on the pipe being sized and converted to gpm; minimum ¾-inch water service; 40 psi minimum and 80 psi maximum static pressure 1. Later IRC editions may differ; check your adopted edition.

IAPMO Water Demand Calculator: Appendix M of the Uniform Plumbing Code and Chapter 5 of the 2023 WE-Stand; IAPMO lists California’s statewide adoption for multifamily hot water systems and several local adopters 4.

Hunter, NBS BMS65 (1940): the public-domain origin of fixture weights and demand curves 2.

How WSFUs compare with DFUs, flow rate and the IAPMO calculator

MeasureWhat it ratesMain difference
Water supply fixture unitProbable demand on supply pipes 3Converted to gpm through a table or curve 1
Drainage fixture unitLoad on drain pipesSeparate table; sizes drains and vents
Fixture flow rateOne fixture’s actual gpmNot adjusted for simultaneous use
Peak demand (gpm)Expected maximum whole-system flowThe output of a WSFU conversion
IAPMO Water Demand CalculatorPeak demand from fixture counts 4Statistical method for modern efficient homes

What people get wrong about WSFUs

Myth One WSFU equals one gallon per minute.
Reality In the 2012 IRC table, 10 WSFU on flush tanks is 14.6 gpm and 50 is 29.1 gpm; the relation is not one to one 1.
Myth Double the fixtures, double the pipe.
Reality Demand grows more slowly than fixture units because of diversity 13.
Myth WSFUs cover the sprinkler system.
Reality Continuous loads are added in gpm on top 3.
Myth Bigger pipe is always safer.
Reality IAPMO says oversizing raises costs and stagnation concerns 4.
Myth Any code’s WSFU table will do.
Reality Values vary by jurisdiction; use the adopted code 3.

How your state code and building site change the answer

Two local variables dominate. The first is the adopted code: UPC-based states such as California use CPC Table 610.3 and its sizing method 5, IRC areas use their residential tables 1, and some jurisdictions accept IAPMO’s calculator, which California uses statewide for multifamily hot water systems 4.

The second is the site: street or well pressure and how far uphill the house sits.

Each foot of rise costs 0.434 psi 3, so a hillside home with modest street pressure may need a larger service than the same house on flat ground.

When WSFUs matter to you and what to ask

They matter when you build, add a bathroom or ADU, apply for a larger water meter, replace a water service line, or fight low pressure that started after a remodel.

Your next step: list every fixture and outdoor use you plan, including irrigation, and ask your plumber to confirm the service and meter size against your adopted code. If a utility quotes a larger meter, ask for the WSFU total and table behind it.

Decision guide Do you need a WSFU check?
If Swapping a fixture for the same type
Then Usually no change
If Adding a bathroom, kitchen or ADU
Then Yes: new demand on the service 1
If Adding lawn irrigation
Then Yes: add its continuous gpm 3
If Low pressure since a remodel
Then Have pressure and pipe sizes checked 3
If New build in a code that allows it
Then Ask about the IAPMO Water Demand Calculator 4

Source: [1] [3] [4]

Questions about Water Supply Fixture Unit (WSFU)

How many WSFU is a toilet?

In the 2012 IRC model table, a tank-type water closet is 2.2 WSFU, all on the cold side. Flushometer-valve toilets are rated higher and push the system onto a different, steeper conversion curve. UPC-based codes such as California’s publish their own values in Table 610.3, so use the table from the code your area adopted.

How do you convert WSFU to gpm?

With your code’s conversion table or curve. In the 2012 IRC model table for systems mostly on flush tanks, 10 WSFU equals 14.6 gpm and 20 WSFU equals 19.6 gpm. Flushometer-valve systems use a different, higher column. The relation is not one to one.

How many WSFU is a bathroom?

In the 2012 IRC model table, a full-bath group with a tub or shower stall is 3.6 WSFU combined, and a half-bath with a toilet and lavatory is 2.6. Group values are lower than adding each fixture separately because the fixtures in one room are rarely used at the same moment.

What is the difference between WSFU and DFU?

WSFU rates demand on the supply pipes and sizes the water service and meter. DFU rates load on the drain pipes and sizes drains, stacks and sewers. They come from separate code tables, and a fixture’s values in each are different.

What size water line do I need for my house?

It depends on your WSFU total, street or well pressure, length of the run, elevation and the pipe material, all checked against your adopted code. The 2012 IRC model text set a minimum water service of ¾ inch. A plumber runs the pressure budget to pick the actual size.

Are hose bibbs and sprinklers counted in WSFU?

Hose bibbs have a WSFU value in most tables; the 2012 IRC value of 2.5 assumes a 2.5 gpm flow. Systems that run continuously, such as lawn sprinklers, are added in actual gpm on top of the fixture-unit demand, as the Copper Development Association handbook explains.

Is the Hunter method outdated?

It is still the basis for most code tables, but IAPMO says field studies show it can oversize design flows by up to 27 times for modern homes. IAPMO’s Water Demand Calculator, in Appendix M of the UPC, is a statistical alternative for single-family and multifamily homes where adopted.

Do WSFUs include hot water?

Yes. The 2025 California Plumbing Code says its WSFU values include both hot and cold demand. Some IRC-style tables list hot, cold and combined values separately so hot and cold branches can each be sized for their own load.

Why does my shower lose pressure when someone flushes?

The flush draws water from the same supply, and if the pipe or meter is small for the combined demand, pressure at the shower drops. A worn pressure-reducing valve, scaled old pipe or a partly closed valve can do the same. A plumber can measure flowing pressure to find which.

Sources

  1. 2012 Seattle Residential Code, Chapter 29 (reproduces 2012 IRC Section P2903 and Tables P2903.6 and P2903.6(1) model text, deleted locally), retrieved .
  2. Roy B. Hunter, Methods of Estimating Loads in Plumbing Systems, NBS Building Materials and Structures Report BMS65 (December 16, 1940), retrieved .
  3. Copper Development Association, The Copper Tube Handbook (2026 print edition), water distribution sizing, retrieved .
  4. IAPMO, Water Demand Calculator FAQs, retrieved .
  5. California Plumbing Code (Title 24, Part 5), 2025 edition, §610.3 Quantity of Water (GoCodebook public copy), retrieved .
  6. California Plumbing Code, 2022 edition, §610.4 Sizing Water Supply and Distribution Systems (GoCodebook public copy), retrieved .

Expert review

Written by the HyrePlumber Research team. Not yet reviewed by an outside expert. We say so rather than imply a review that has not happened; see our editorial policy.

How the numbers were checked: WSFU values and the WSFU-to-gpm conversion are the 2012 IRC model tables as reproduced in Seattle’s 2012 residential code, labeled as dated, because codes.iccsafe.org was not readable and the public CPC copy did not show Table 610.3 values.

CPC §610.3 was re-read in the 2025 edition on 2026-10-13; §610.4 is still the 2022 text. The IRC flush-tank and flushometer columns (5, 10, 18, 20, 50 WSFU) were re-read from the Seattle PDF text on 2026-10-13.

Sizing steps, velocity limits and the 0.434 psi per foot figure are from the Copper Development Association handbook. Hunter’s weights are from NBS BMS65; the oversizing figure is IAPMO’s own claim, attributed. The house example uses an illustrative fixture list. No prices are given.

Suggest a correction. We fix errors and say what changed.