Design Memo
CCC-DM-2025-030

Sanitary Plumbing and Drainage Design

What You Need to Know

Sanitary drainage takes wastewater from toilets, basins, and sinks to the sewer. AS/NZS 3500.2 sets the rules for pipe sizing, grades, traps, and vents. Every drain must be sized by fixture units, laid to the right fall, and vented so trap seals hold. Get the grades or venting wrong, and you get blockages, odours, or failed inspections.

The Rules

  • Every fixture has a fixture unit (FU) rating based on its flow rate and use pattern. These FU values set the pipe size for every drain, stack, and branch (AS/NZS 3500.2, Table 6.1)
  • DN 100 drains need a minimum grade of 1.65%, DN 150 drains need 1.00%, and DN 65 branches need at least 2.50% (AS/NZS 3500.2, Table 3.2)
  • Unvented branch drains are limited: DN 65 handles 5 FU (no WC), DN 80 handles 12 FU (one WC max), and DN 100 handles 30 FU (two WC max). Beyond that, you need a vent (AS/NZS 3500.2, Table 3.6)
  • Trap seals must be 50 mm to 100 mm deep. Venting keeps air pressure within ±375 Pa so seals do not get pulled out by siphonage (NCC 2025, C1P5 and C1P6)
  • Drain velocity must stay between 0.8 m/s and 2.0 m/s under normal flow. Too slow and solids settle. Too fast and water outruns the solids (NCC 2025, C2V1)
  • Pipes must not reduce in size in the direction of flow. A DN 100 branch flowing into a DN 80 main is a code breach (AS/NZS 3500.2, Cl 3.3.6)

What This Means in Practice

Take a commercial office floor with 4 WCs, 4 basins, and 2 floor wastes. WCs carry the highest FU rating, basins carry the lowest. A typical floor like this totals roughly 20–30 FU depending on the fixture types. A DN 100 drain at 1.65% grade handles up to 165 FU on a vented system (rising to 515 FU at steeper grades per Table 3.1), so one DN 100 main drain per floor is common for small to mid-size tenancies.

The grade is where things get tight. A DN 100 drain at 1.65% grade drops 16.5 mm per metre of run. Over a 10 m horizontal run in the ceiling void, that is 165 mm of fall. Add the pipe diameter itself (about 110 mm OD for DN 100 PVC) and you need at least 275 mm of vertical space just for the drain. Structure and other services compete for the same ceiling void, so coordinate early.

Stack sizing matters in multi-storey buildings. A DN 100 stack handles 4.0 to 7.3 L/s depending on vent configuration (NCC 2025, C1V5). For a 10-storey office with standard amenities per floor, a single DN 100 stack is typically enough. High-rise residential buildings with laundries and kitchens on every floor can push loads higher, so check the cumulative FU count against Table 3.1.


Key Design Decisions

1

Vented vs. Unvented Branch Drains

Use vented branches for any run over 10 m or any branch carrying more than 30 FU on DN 100. Short runs to a single basin or floor waste can stay unvented if they meet Table 3.6 limits.

Trade-off: Venting adds pipe, penetrations, and coordination with structure. But skipping the vent where it is needed breaks trap seals and lets sewer gas into the building.
2

Minimum Grade vs. Steeper Grade

The minimum grade for DN 100 is 1.65% (1 in 60). Steeper grades move waste faster but use more vertical space. Where ceiling void depth allows, 2.0% to 2.5% gives better self-cleaning velocity and fewer blockage callbacks.

Trade-off: Steeper grade uses 3.5 to 8.5 mm more fall per metre. Over a 10 m run, that adds 35 to 85 mm of extra drop, which can force the slab-to-slab height up or push drains below the ceiling grid.
3

Traditional FU Sizing vs. NCC Verification Methods

NCC 2025 introduced Verification Methods (C1V1 to C1V5, C2V1, C2V3) that use Discharge Units and probability-based flow calculations. This can justify smaller pipes in some cases, especially in intermittent-use buildings like offices (K = 0.5).

Trade-off: Verification Method pipe sizing needs a hydraulic engineer's calculation. Deemed-to-Satisfy (AS/NZS 3500.2 tables) is simpler and accepted everywhere without additional documentation.
4

Cleanout and Inspection Access

Place inspection openings at every change of direction, every junction, and at maximum 30 m spacing on straight runs. Branch drains over 10 m need their own access point.

Trade-off: Every cleanout is a slab penetration or an access panel. Miss one, and the plumber cannot clear a blockage without cutting into the wall or floor.

Who Needs to Know What

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References

  1. AS/NZS 3500.2:2021, Plumbing and drainage — Part 2: Sanitary plumbing and drainage
  2. AS/NZS 3500.2:2025, Plumbing and drainage — Part 2: Sanitary plumbing and drainage (updated edition, effective for work from 20 October 2025)
  3. National Construction Code 2022, Volume Three, Part C1 — Sanitary plumbing systems
  4. National Construction Code 2022, Volume Three, Part C2 — Sanitary drainage systems
  5. ABCB Sanitary Plumbing and Drainage Pipe Sizing Report (Phase 1 and Phase 2)

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