Fixture Unit Calculator - WSFU to GPM with Hunter's Curve
Calculate Water Supply Fixture Units and Convert to Peak Demand for Pipe Sizing
Free fixture unit calculator for plumbers, mechanical engineers, and plan reviewers. Select fixtures from IPC/UPC standard tables, tally water supply fixture units (WSFU), and convert the total to peak GPM demand using Hunter's Curve. Determines minimum pipe size for water supply mains, risers, and branches based on available pressure and developed length. Supports hot-only, cold-only, and total fixture unit calculations.
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Fixture Units Explained →How It Works
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Select Fixture Types
Choose from standard fixtures: water closet (flush valve or flush tank), lavatory, bathtub, shower, kitchen sink, dishwasher, clothes washer, hose bibb, and more. Each fixture has a preset WSFU value per IPC Table 604.3 or UPC Table 610.3.
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Enter Fixture Quantities
Input the count of each fixture type. For mixed-use buildings, separate public from private fixtures because flush-valve water closets have higher WSFU values than flush-tank models.
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Calculate Total WSFU
The calculator tallies total WSFU, hot-water WSFU, and cold-water WSFU separately. Hot and cold totals are needed to size the hot and cold water mains independently.
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Convert to GPM via Hunter's Curve
The total WSFU is converted to peak probable demand in GPM using the Hunter's Curve lookup. This is the design flow rate for sizing the water main, meter, and distribution piping.
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Determine Pipe Size
Enter the available street pressure, elevation loss, meter and valve friction losses, and developed length. The calculator determines the minimum pipe diameter that delivers the required GPM at the most remote fixture with adequate residual pressure.
Built For
- Plumbers sizing water service and distribution piping for new residential construction per IPC/UPC
- Mechanical engineers calculating peak water demand for light commercial buildings, restaurants, and offices
- Plan reviewers verifying fixture unit counts and pipe sizing on submitted plumbing plans
- Plumbing contractors estimating pipe sizes during bid preparation for tenant fit-out projects
- Facilities managers evaluating whether existing water infrastructure can support added fixtures in a building renovation
- Fire protection engineers verifying domestic water demand to confirm adequate pressure for combined fire/domestic systems
- Apprentice plumbers learning fixture unit methodology and Hunter's Curve application
Features & Capabilities
IPC/UPC Fixture Tables
Pre-loaded fixture unit values from both IPC Table 604.3 and UPC Table 610.3. Select your applicable code and the calculator uses the correct WSFU values. Public vs private fixture distinction is handled automatically.
Hunter's Curve Conversion
Converts total WSFU to peak probable GPM demand using the standard Hunter's Curve for predominantly flush-tank systems and the flush-valve curve for commercial buildings. The converted GPM is the design flow rate for pipe sizing.
Hot/Cold Split
Separately calculates hot-water and cold-water fixture units using the 75% rule (hot-water WSFU = 75% of total for fixtures served by both hot and cold). This is needed for sizing the hot and cold water mains independently.
Pipe Sizing with Pressure Budget
Factors in available street pressure, static elevation head (0.433 PSI per foot of elevation), meter loss, backflow preventer loss, and friction loss per 100 feet of developed length to determine the minimum pipe diameter.
Custom Fixture Entry
Add non-standard fixtures with custom WSFU values for specialized equipment like commercial kitchen equipment, laboratory fixtures, or medical gas outlets.
Assumptions
- Fixture unit values taken from IPC Table 604.3 or UPC Table 610.3 based on user-selected code edition
- Hunter's Curve conversion assumes predominantly flush-tank fixtures unless user selects flush-valve curve
- Hot-water fixture units calculated using the 75% rule: hot-water WSFU = 75% of total for fixtures with both hot and cold supply
- Pipe sizing based on available street pressure minus static head (0.433 PSI per foot of elevation), meter loss, and friction loss
- Friction loss per 100 feet based on Hazen-Williams formula with C-factor appropriate to pipe material and age
- Minimum residual pressure at the most remote fixture assumed at 8 PSI per IPC 604.3 requirements
Limitations
- Hunter's Curve overpredicts peak demand by 20-40% for modern low-flow fixtures (1.6 GPF toilets, 1.5 GPM showerheads) — size to code anyway
- Does not account for fire sprinkler demand on combined domestic/fire systems — requires separate hydraulic analysis
- Pipe sizing does not model water hammer, thermal expansion, or pressure regulator requirements
- Does not calculate backflow preventer sizing or pressure loss through specific backflow devices
- Building-specific factors like recirculation loops, booster pumps, and pressure zones are not modeled
- Does not address drainage fixture unit (DFU) calculations for waste and vent pipe sizing
- Local code amendments may modify standard fixture unit values or adopt alternative demand curves
References
- International Plumbing Code (IPC) — Table 604.3: Water Supply Fixture Units and Minimum Flow Rates
- Uniform Plumbing Code (UPC) — Table 610.3: Water Supply Fixture Unit Values
- Hunter, Roy B. — "Methods of Estimating Loads in Plumbing Systems" (NBS Building Materials and Structures Report BMS 65, 1940)
- ASHRAE Handbook — HVAC Applications, Chapter 50: Service Water Heating (peak demand methodology)
- ASPE (American Society of Plumbing Engineers) — Plumbing Engineering Design Handbook, Volume 2: Plumbing Systems
- AWWA M22 — Sizing Water Service Lines and Meters (water meter pressure loss data)
Frequently Asked Questions
Learn More
Fixture Units Explained: WSFU, Hunter's Curve, and Modern Plumbing Load Calculations
What water supply fixture units are, how Hunter's Curve converts them to GPM, why the method overpredicts for modern fixtures, and how to size water supply piping from code tables.
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