Pool types
In short: A rooftop pool on a roof, podium or suspended slab needs a slab and supports designed for the weight of the water, about one tonne per square metre for each metre of depth. The shell has to stay watertight while the slab under it deflects, so engineers may design it to AS 3735, the standard for concrete structures retaining liquids, with a waterproofing membrane under the NCC.
Key takeaways
- Each metre of water depth puts about 1 tonne on every square metre of slab, roughly 9.8 kPa, before the shell and finishes.
- Superseded NCC 2019 notes said a 2 kPa load for house decks was not appropriate for decks supporting spa or bathing pools.
- AS 3735 covers concrete structures retaining liquids, including serviceability design, exposure classification, joints and waterstops, and testing for liquid-tightness.
- The NCC requires a membrane to AS 4654 on roofs and podiums, and keeps exposed joints out from under water features.
- In NSW, structure and waterproofing in apartment buildings are regulated designs, each declared by a registered design practitioner.

Planning a pool on a roof, podium or suspended slab? Get a quote or call 1300 128 972, and send the architectural plans, the building's structural drawings and the pool layout with its water depth.
How much load does a rooftop pool put on the building?
A rooftop pool puts about 1 tonne on every square metre of slab for each metre of water depth, before the weight of the shell, screed, tiles and people. The U.S. Geological Survey gives the density of water as roughly 1 gram per cubic centimetre, which is 1,000 kg per cubic metre. Multiplied by standard gravity, 9.80665 m/s² (NIST), each metre of depth adds about 9.8 kPa.
| Water depth | Mass of water per m² of slab | Pressure on the slab from the water alone |
|---|---|---|
| 0.5 m | about 500 kg | about 4.9 kPa |
| 1.0 m | about 1,000 kg | about 9.8 kPa |
| 1.5 m | about 1,500 kg | about 14.7 kPa |
| 2.0 m | about 2,000 kg | about 19.6 kPa |
For scale, explanatory information in NCC 2019 Volume Two said a 2 kPa imposed load "is commensurate with domestic and residential activities" for decks and balconies attached to houses. It added that 2 kPa is not appropriate where a deck or balcony supports spa or bathing pools, and that framing for higher loads must be designed by a professional engineer or other appropriately qualified person. That note is from a superseded edition and about decks, but water alone at 1.5 m deep is more than seven times 2 kPa.
The National Construction Code (NCC) 2025 Volume One, clause B1P1, lists the actions a structure must be designed for. For a rooftop pool, the relevant ones include:
- permanent actions (dead loads) from the shell and finishes;
- liquid pressure action from the water;
- wind action and earthquake action;
- time dependent effects, including creep and shrinkage;
- construction activity actions.
Do waves and sloshing load a rooftop pool?
No Australian source sets a separate sloshing load, but water high in a building may move as the building sways. NCC 2025 clause B1D3 already requires wind and earthquake actions, determined to AS/NZS 1170.2 and AS 1170.4.
A 2023 study in the journal Wind and Structures, by researchers in China (an overseas study), ran wind tunnel tests on an irregular hotel building, then used a numerical model calibrated to those tests to calculate that a pool on its top "has acceptable damping effect" and could be designed as a tuned liquid damper (TLD) to reduce the building's wind-induced vibration. The study looked at the building's motion, not at the pool walls, but a pool can only damp a building's movement if its water moves, so water high in a building may not stay still. The engineer checks what that means for the walls, edges and any overflow.
Which concrete standards apply to a rooftop pool shell?
SPASA's guide names AS 2783:2025 as the industry-accepted standard for concrete pools within its scope, and AS 3600 or AS 3735 where a broader assessment is needed. AS 3735 sets serviceability, durability, joint and waterstop, and liquid-tightness testing requirements for concrete structures that retain liquids.
AS 3735-2001, Concrete structures for retaining liquids, is the Australian Standard for reinforced or prestressed concrete structures that hold liquids at ambient temperature. Its preface says that for these structures it supplements and takes precedence over AS 3600, Concrete structures. Its sections cover:
- loads and load combinations, including combinations for serviceability;
- design for serviceability and strength, for reinforced and prestressed concrete;
- durability, including exposure classification and cover to reinforcement;
- joints, waterstops, joint fillers and sealants;
- testing for liquid-tightness.
A rooftop pool shell sits on a slab that deflects under the water, and NCC clause B1P1 lists time dependent effects, including creep and shrinkage, among the actions to design for. The engineer checks that the slab's deflection and the shell's cracking stay within the serviceability limits of the standards that apply, for the actual span and exposure. Our guide to why concrete pools crack covers cracking in pool shells more generally.
SPASA's industry guide sets out which standard to start from:
| Standard | What it covers | When SPASA's guide points to it |
|---|---|---|
| AS 2783:2025 | Use of reinforced concrete for small swimming pools | The industry-accepted standard for concrete pools within its scope |
| AS 3735-2001 | Concrete structures retaining liquids | Where a broader structural assessment is needed |
| AS 3600 | Concrete structures generally | Where a broader structural assessment is needed |
| AS 1838 and AS 1839 | Pre-moulded fibreglass shells: design and fabrication, then installation | For fibreglass pools |
How is a rooftop pool waterproofed against the building?
A rooftop pool relies on two separate lines of defence: a watertight shell, and the building's own waterproofing membrane under and around it. The NCC requires a waterproofing membrane on a roof, balcony, podium or similar horizontal surface, with materials complying with AS 4654.1 and design and installation to AS 4654.2. Joints in that surface are controlled too:
| NCC rule | NCC 2022 Volume One | NCC 2025 Volume One |
|---|---|---|
| Membrane on a roof, balcony or podium, to AS 4654.1 and AS 4654.2 | F1D5 | F1D7 |
| Exposed joints protected to Section 2.9 of AS 4654.2 | F1D4 | F1D6 |
| Exposed joints not beneath or through a planter box, water feature or similar | F1D4 | F1D6 |
| Exposed joints on the ridge line or high point of the substrate | Suggested in explanatory information, where possible | F1D6 |
The NCC's notes define an exposed joint as a construction, control, expansion, contraction or movement joint. NCC 2022's explanatory information suggests considering extra measures where a joint moves more than 10 mm, such as a hob at least 50 mm high and a discontinuous membrane. The rule names planter boxes and water features, and a pool on a podium raises the same question, so it helps to set out the building's movement joints before the pool's position is fixed. Inside the shell, AS 3735 deals with its own joints and waterstops.
Who designs what: the pool engineer or the building engineer?
No standard or regulation fixes the split. The NSW Government's guidance for regulated buildings says design work "must not occur in isolation" from other design practitioners' work, so agree in writing who owns each part before drawings start. One way to split it:
| Item | Suggested owner (agree in writing) |
|---|---|
| The roof slab, transfer beams, columns and footings carrying the pool | The building's structural engineer, using loads from the pool engineer |
| The pool shell, its reinforcement, joints and waterstops | The pool engineer |
| The membrane under and around the pool | The waterproofing designer, coordinated with both engineers |
| Movement joints between the shell and the building | Agreed between both engineers and the waterproofing designer |
| Plant room, balance tank and pipe loads | Whoever designs the slab they sit on |
Before work starts, settle the practical questions: how concrete and steel reach the roof, where materials are stacked on the slab, what propping stays in place, when the membrane goes down and how it is protected, and when the shell gets its liquid-tightness test.
Rooftop pool rules in NSW, Victoria, Queensland and WA
A rooftop pool needs the same approvals as any pool, and on an apartment building it also falls under the rules for that building. NSW and Queensland adopt NCC 2025 on 1 May 2027; Victoria and Western Australia adopted it on 1 May 2026 (ABCB).
| State | What the official source says |
|---|---|
| NSW | For class 2, 3 and 9c buildings, building structure and waterproofing are building elements. Their regulated designs must be declared by a registered design practitioner and lodged on the NSW Planning Portal before related work starts (NSW Government). |
| Victoria | A building permit is needed for a pool or spa deeper than 300 mm, including above-ground pools and spas (Consumer Affairs Victoria). |
| Queensland | Building approval from your council or a private certifier, with architectural plans and engineering specifications (QBCC). |
| Western Australia | "All swimming pools and spas need building approval" (Building and Energy). |
SPASA notes a pool must also meet the NCC's requirements for safety barriers. Our guide to pool building permits covers the approval pathway in NSW, Victoria, Queensland and WA.
When to call a structural engineer
Call a structural engineer before the pool's size and position are fixed if any of these apply:
- the pool will sit on a roof, podium, balcony or any suspended slab;
- you are adding a pool to an existing building;
- the pool has a vanishing edge, glass wall or overflow to a balance tank;
- the building's movement joints run near the planned pool.
Our pool structural engineering service covers the shell and its supports, and the pool engineering plans page lists the drawings and calculations you receive. Our page on indoor pools has a section on suspended and podium pools, including deflection and movement joints between pool and building, and pool builders can start at for pool builders.
Frequently asked questions
Which part of the National Construction Code applies to a rooftop pool on an apartment building?
Volume One. SPASA's guide says Volume One applies to pools associated with Class 2 to 9 buildings, such as apartments and hotels, while Volume Two and the ABCB Housing Provisions apply to domestic pools with Class 1 houses. It adds that most private domestic pools will be treated as Class 10b structures.
Can a rooftop pool be added to an existing apartment building in NSW?
Possibly, if the existing roof or podium can carry it or be strengthened. The NSW Government says the Design and Building Practitioners scheme applies to new and existing building work on class 2 buildings, and building work on a building element, such as waterproofing or building structure, generally needs designs prepared and declared by a registered design practitioner before work starts.
Can a fibreglass shell be used for a rooftop pool?
It can be considered, but a fibreglass shell is assessed against the fibreglass pool standards rather than the concrete ones. On a roof, the engineer still checks the slab for the full weight of water.
Sources
- Intertek Inform: AS 3735-2001 Concrete structures for retaining liquids, free preview (preface and contents)
- Building Performance (New Zealand Government) CodeHub: AS 3735-2001 Concrete structures retaining liquids, scope
- SPASA (Swimming Pool & Spa Association): Applying the NCC to swimming pool and spa projects, an industry guide
- Australian Building Codes Board: NCC 2025 Volume One, Part B1 Structural provisions
- Australian Building Codes Board: NCC 2025 Volume One, Part F1 Water management
- Australian Building Codes Board: NCC 2022 Volume One, Part F1 Surface water management, rising damp and external waterproofing
- Australian Building Codes Board: NCC 2019 Volume Two Amendment 1, Part 3.10.6 Attachment of decks and balconies
- Australian Building Codes Board: NCC 2025 state and territory adoption information
- U.S. Geological Survey, Water Science School: Water density
- NIST (US National Institute of Standards and Technology): Standard acceleration of gravity
- J. Zhao, J. Xu and H. Jing: Wind tunnel tests of an irregular building and numerical analysis for vibration control by TLD, Wind and Structures 37(1), 2023
- NSW Government: Design practitioner obligations when working on regulated buildings
- Consumer Affairs Victoria: Outdoor home building projects checklist
- Queensland Building and Construction Commission: Build a pool
- Government of Western Australia, Building and Energy: Swimming pool and spa safety barrier requirements