WSFU to GPM Conversion Chart

The tabulated Hunter's curve: probable peak demand in gallons per minute for any total from 1 to 5,000 water supply fixture units, in the two system flavors the code prints — predominantly flush tanks and predominantly flushometer valves. Values per IPC Appendix E Table E103.3(3) (2021 edition; unchanged 2012–2024). Appendix E applies only where specifically adopted — and UPC projects size by a different path entirely.

Common loads at a glance

IPC Table E103.3(3)
Design demand at the system sizes estimators hit most, read from the full table below with the up-the-ladder rule (2021 edition).
WSFUFlush tanks (GPM)Flushometers (GPM)
1014.627.0
2521.538.0
5029.150.0
10043.567.5
20065.090.0
500124.0143.0
1,000208.0208.0

Full conversion table — 1 to 5,000 WSFU

IPC Table E103.3(3)
Demand in GPM for supply systems predominantly of flush tanks and predominantly of flushometer valves, every rung as printed in IPC Appendix E Table E103.3(3) (2021 edition). The flushometer column starts at 5 WSFU as printed. Between rungs, read up to the next printed load.
WSFUFlush tanks (GPM)Flushometer valves (GPM)
13.0
25.0
36.5
48.0
59.415.0
610.717.4
711.819.8
812.822.2
913.724.6
1014.627.0
1115.427.8
1216.028.6
1316.529.4
1417.030.2
1517.531.0
1618.031.8
1718.432.6
1818.833.4
1919.234.2
2019.635.0
2521.538.0
3023.342.0
3524.944.0
4026.346.0
4527.748.0
5029.150.0
6032.054.0
7035.058.0
8038.061.2
9041.064.3
10043.567.5
12048.073.0
14052.577.0
16057.081.0
18061.085.5
20065.090.0
22570.095.5
25075.0101.0
27580.0104.5
30085.0108.0
400105.0127.0
500124.0143.0
750170.0177.0
1,000208.0208.0
1,250239.0239.0
1,500269.0269.0
1,750297.0297.0
2,000325.0325.0
2,500380.0380.0
3,000433.0433.0
4,000525.0525.0
5,000593.0593.0
The code's derived CFM column is omitted: six of its printed cells are arithmetic errors carried in the code since 2012, so reproducing the column would propagate typos and "fixing" it would misquote the code. The GPM values are clean.

How to use this conversion

Count the water supply fixture units for everything on the segment — per-fixture values are on the WSFU chart and the fixture unit calculator totals them. Decide which column governs: if the water closets are tank type, read the flush-tank column; if they're flushometer valves, read the flushometer column. The resulting GPM, together with available pressure and developed length, is what actually sizes the pipe — via the pipe sizing calculator or the code's procedure.

Fixture units do not apply to constant-use loads such as hose bibbs, irrigation, or cooling equipment — assign those their actual GPM directly and add them on top of the fixture-unit demand.

Where this curve comes from — and where it doesn't apply

The table is Roy Hunter's probability curve from the 1940 National Bureau of Standards work, as tabulated in IPC Appendix E. It answers a statistical question — the peak flow a group of intermittently used fixtures will probably demand — which is why continuous loads like irrigation and cooling makeup are excluded and added in GPM on top. IPC 101.2: appendix provisions apply only where the jurisdiction has specifically adopted that appendix. Confirm Appendix E is adopted before citing it as enforceable. Independently computed Hunter tables in engineering handbooks do not match the code's printed rungs cell-for-cell, so cite the code table, not a recomputation. Local amendments override everything; confirm with your jurisdiction.

Common questions

How many GPM is 100 WSFU?

43.5 GPM if the system is predominantly flush tanks, 67.5 GPM if predominantly flushometer valves — per IPC Table E103.3(3). Which column you read is decided by the dominant water-closet type on the system, not by averaging.

What if my WSFU total falls between two printed loads?

Read up to the next printed rung. The code prints no interpolation rule, so the conservative and universal practice is to take the demand of the first tabulated load at or above your total — 130 WSFU on a flush-tank system reads the 140 rung, 52.5 GPM.

Why do the two columns give the same GPM above 1,000 WSFU?

At small fixture counts a flushometer valve's burst dominates the probable peak, so that column runs far higher. As the fixture count grows, the statistics of simultaneous use take over and the fixture type stops mattering — the two halves of Hunter's curve converge at 1,000 WSFU (208 GPM) and are printed identically above it.

Does this conversion work for UPC projects?

The tabulated curve is IPC Appendix E material, and appendices apply only where specifically adopted. The UPC reaches GPM its own way — Table 610.4 sizes pipe directly from WSFU without a separate conversion step, and flushometer-valve systems size under UPC 610.10. On a UPC job, use the UPC path unless your jurisdiction directs otherwise.

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