Scupper Drain Coring: How Roof Scuppers Are Cut Through Concrete
Scupper drain coring is the process of cutting a round opening through a concrete parapet, upstand or slab edge so that rainwater can leave a flat roof, podium or balcony. It looks simple, but it is a structural penetration in a waterproofed element, and it is cut after the concrete has cured. That means reinforcement, conduits and membranes are already in the way. This guide explains how the work is planned and done in Victoria, what it depends on, and what to prepare before you ask for a quote.
TL;DR
- A scupper core is a structural and waterproofing detail, not just a hole. The size, level and position come from the roof drainage design, not from the drill.
- Scan before you cut. Concealed rebar, electrical conduit and post-tension cables are the main risk, and WorkSafe Victoria’s industry standard expects the work to be planned around them.
- Wet coring with a properly fed rig controls silica dust and clears slurry. Slurry also has to be contained so it does not run onto the façade or the level below.
- Give your contractor the drainage drawings, the core diameter, the invert level and the waterproofing details. Vague notes cost time on site.
- For scupper coring in Melbourne and across Victoria, Vic Sawing & Drilling provides core drilling with scanning and wet methods.
Table of Contents
- What a scupper is and why it gets cored
- Get the drainage design right before anyone drills
- Choose the core diameter and position
- Scanning: the step you cannot skip
- How the core is actually cut
- Water, slurry and silica
- Waterproofing and finishing the opening
- Planning the job: who needs what
- Why DIY and general trades often go wrong
- Our view: treat the scupper as a detail, not a hole
- Cutting and coring with Vic Sawing & Drilling
- FAQ
- Sources
What a scupper is and why it gets cored
A scupper is an opening in a parapet wall or roof edge that lets water discharge to a downpipe, rainhead or open drop. On flat roofs, podium decks and car park ramps, scuppers often act in two roles. Some are the primary outlet. Others are overflow openings that sit slightly higher and only work when the main drainage is blocked or overwhelmed.
In new concrete, designers sometimes cast a sleeve into the formwork. Coring comes in when:
- the sleeve was missed, misplaced or sized wrong;
- a renovation adds a roof outlet to an existing building;
- an overflow is added after a surveyor or engineer flags a compliance gap;
- a roof is re-levelled or re-waterproofed and the old outlet no longer lines up;
- a tenancy or plant upgrade changes where water needs to go.
The cut is usually a straight horizontal core through a parapet, sometimes a slight angle, and occasionally a vertical core through a slab edge or balcony upstand. Rectangular scuppers are also possible. These are made by overlapping cores or by wall sawing, where a wall saw cuts a clean rectangular opening to the marked lines.
Get the drainage design right before anyone drills
The core is only as good as the number it is based on. Roof drainage in Australia is designed to the National Construction Code and AS/NZS 3500.3. For Victoria, the NCC 2025 provisions in Part E3 on stormwater and roof drainage systems cover design, installation and maintenance of roof drainage. AS/NZS 3500.3:2018 sets the requirements for materials, design, installation and testing of roof drainage systems.
A few practical points follow from this:
- Capacity is calculated, not guessed. The designer works out the rainfall intensity for the site and the catchment area feeding the outlet. A hydraulic designer or plumber should confirm how many scuppers are needed and how large they must be.
- Overflow matters as much as the primary outlet. An overflow opening that is cored too high, or too small, will not do its job in a blockage. The Victorian Building Authority has published guidance on sizing a roof catchment drainage system, which is a good reference for the engineer or plumber on your project.
- Level is critical. Water should run to the opening, not pool behind it. A core placed even 20 to 30 mm too high can leave a permanent puddle against the membrane.
- Document it. The VBA has said that drainage details need to be clear enough at the permit stage for a building surveyor to check them against the NCC, so avoid notes like “scuppers as required”. If you need a refresher on keeping drainage records, this guide to plumbing as-built drawings explains what good documentation looks like.
If you want a quick feel for how slope and outlet position interact on a low-pitch roof, this explanation of flat roof drainage slope is a readable starting point. It comes from a US roofing context, so treat the numbers as illustrative and use the Australian standards and your designer’s figures for the actual job.
We do not size scuppers. That belongs to the hydraulic engineer, architect or licensed plumber. What we do is cut to the dimensions and levels they give us, and tell you early if the structure suggests a problem.
Choose the core diameter and position
Core diameter depends on the flow needed and on what the parapet can tolerate. A few rules of thumb that engineers commonly apply:
- Multiple smaller cores can behave differently from one large one. Debris can block small holes more easily. Your designer will decide whether a single large core, a row of cores or a rectangular opening is best.
- Edge distance and reinforcement count. The closer the opening is to a corner, a joint or a beam, the more likely it is to hit heavy steel or weaken the element. Large-diameter cores need more consideration, and our page on rig sizing and SWMS for large-diameter coring explains how rig choice changes with size.
- Thickness changes the method. Parapets are often thinner than slabs, which helps, but if the wall has a thick cap or a thickened base, the bit length and rig set-up change. For depth limits generally, see how deep you can core drill concrete.
- Fall for the water. Where the scupper discharges into a downpipe or rainhead, the core may be set with a slight fall toward the outside. Say so in the brief.
Mark the centre point and the invert level on the wall before the crew arrives, or arrange for the designer to attend. A centre mark on a plan is useful, but a physical mark on a clean surface prevents misunderstandings.
Scanning: the step you cannot skip
Before any bit touches concrete, the area needs to be scanned for reinforcement, conduits and services. The research for this guide is consistent with WorkSafe Victoria’s Safe concrete cutting and drilling industry standard, which covers core drilling and wall cutting and expects hazards such as concealed services to be identified and controlled before the work starts.
What scanning tells you on a parapet:
- where vertical and horizontal bars sit, and at what spacing;
- whether there are electrical conduits for roof lighting, sensors or aerials running through the upstand;
- how deep the cover is, so the crew knows what the core will meet;
- whether there is an unexpected void or a cast-in sleeve.
If the scan shows a bar right on the centre line, the options are to shift the opening, cut through the bar with the right bit and with the engineer’s approval, or change the opening shape. That is an engineering decision, not a site guess. Our guide to concrete scanning before drilling lists the checks we expect on Australian jobs.
A word on bits: not every diamond core bit is built for steel. Using the wrong bit on rebar loads the tool, builds heat and may fail to cut the bar, which creates a hazard and can damage the rig. A professional crew chooses the bit for the concrete mix, aggregate and the expected steel, not just for the diameter.
How the core is actually cut
Here is the sequence on a typical parapet scupper.
- Site check and set-up. The crew confirms the marked centre, the invert level and the access. Power and water are connected, and a SWMS is in place.
- Scan and re-mark. The area is scanned, results are marked on the surface, and any change to the position is agreed with the designer.
- Isolate the area below. Cores can drop unexpectedly. The area below the drill site should be barricaded, or a spotter should be used, so nobody is under the opening when the core releases.
- Fix the rig. The core drill is anchored to the wall or slab, usually with an anchor bolt or a vacuum base where the surface suits it, so it cannot wander off the marked centre. A rig that shifts will cut an oval, jam the bit or both.
- Wet coring. Water is fed to the bit throughout. Slurry is captured with a collection ring or a wet vacuum, and diverted away from the roof membrane and façade.
- Core extraction and support. In a horizontal core, the plug can fall outward or jam in the hole. The crew supports it, or breaks it into sections, before it drops.
- Clean up and handover. The opening is cleaned, edges are checked, and the level and diameter are confirmed against the drawings, ready for the waterproofer and plumber.
If you want a wider view of the technique itself, our pages on what core drilling is and core drilling techniques for accurate drilling explain the equipment and the precision involved. For planning holes for pipes and stormwater generally, see drainage core drilling.
Water, slurry and silica
Coring concrete produces fine dust that contains respirable crystalline silica. The workplace exposure standard in Australia is 0.05 mg/m³ as an eight-hour time-weighted average. That is a legal limit for exposure, and it is why wet methods are the first control on a coring job.
A few things we see misunderstood:
- A garden hose or spray bottle is not wet coring. The rig needs a proper water feed to the bit, at the flow the manufacturer specifies, so that dust is suppressed at the point of cutting and slurry is flushed out of the hole. Without that, the bit overheats and jams.
- Water and tools must be matched. Safe Work Australia’s national guide for working with silica says to use only tools and machinery designed for use with water, and notes that water suppression and local exhaust ventilation may need to be combined.
- Slurry is a site hazard. On a roof, slurry can run across the deck, stain the façade or enter the stormwater system. It needs capture and disposal, and the drain being installed should be protected from it.
- Electrical safety. Water and power tools need residual current protection and tidy leads.
We cover the difference in more detail in our article on wet versus dry cutting in Australia, and on how dust capture at the source works when a site cannot tolerate water mess, such as occupied buildings.
Waterproofing and finishing the opening
A bare cored hole is not a finished scupper. The cut face of a concrete upstand is a path for water into the structure unless it is sealed and integrated with the roof membrane.
Typical steps after coring, carried out by the waterproofer and plumber:
- clean and prime the cut face as the membrane manufacturer requires;
- install a sleeve, spout or outlet fitting sized to the core;
- lap the membrane onto or into the outlet, following the system’s details;
- seal the annulus between sleeve and concrete;
- flood test the roof and inspect the outlet.
External waterproofing membranes are covered by AS 4654.2-2012, which sets requirements for design and installation of above-ground external membranes. Check which system your project uses and ask the waterproofer what tolerance they need for the core diameter and surface finish.
A practical tip: tell your waterproofer the core date. If coring happens after the membrane is laid, the membrane around the opening will need to be cut back and re-detailed, which is more expensive than coring first.
Planning the job: who needs what
The people involved have different jobs, and most delays come from a gap between them.
| Role | What they provide | Why it matters |
|---|---|---|
| Architect or hydraulic engineer | Scupper size, number, invert level, overflow position | The core must match the calculated drainage capacity |
| Structural engineer | Approval for penetrations through parapets or slab edges | Protects reinforcement and load paths |
| Building surveyor | Compliance sign-off against the NCC | Needs clear drawings, not vague notes |
| Concrete cutting contractor | Scanning, coring, slurry control, SWMS | Executes the penetration safely and accurately |
| Waterproofer and plumber | Sleeve, membrane, outlet fitting, flood test | Makes the opening watertight and functional |
| Builder or property manager | Access, power, water, exclusion zones | Keeps the area below safe and the schedule on track |
What to send with your enquiry
- the drawing showing scupper position, diameter and invert level;
- wall or slab thickness and the building age and construction type, if known;
- any structural notes about reinforcement or post-tensioning;
- access details: roof hatch, scaffold, ladder, crane or swing stage;
- availability of power and water on the roof;
- the waterproofing programme and who is on site before and after coring.
Why DIY and general trades often go wrong
Homeowners and project managers commonly underestimate scupper coring. The common failure points are:
- No scan. A hand-held rotary hammer or hire core drill is pushed into concrete without knowing what is inside. Cutting a conduit or a tendon is a serious safety event, and it is expensive to repair.
- Rig not anchored. The rig walks, the hole is oval, and the sleeve will not seat.
- Wrong bit. A bit that is not suited to steel burns out on the first bar.
- Dry or improvised wet cutting. The silica exposure limit is easy to exceed, and the bit jams.
- Falling core. Nobody checked below, and the plug drops onto a footpath or balcony.
- Wrong level. The scupper is cored an inch above the roof surface, and water ponds permanently.
This is why we work only for clients who hire a service for a defined job, such as contractors, property managers, architects, engineers, industrial facility managers and homeowners who want the work done by a professional. We are not the right fit for people who want to do it themselves.
Our view: treat the scupper as a detail, not a hole
We cut concrete across Melbourne and Victoria for commercial, industrial and residential projects, from small domestic jobs to large construction sites, and the scupper jobs that go smoothly share three habits.
First, the drawings reach us before the date is booked. When we see the diameter, invert level and wall thickness up front, we can plan the rig, the bit and the access, and flag problems with the designer while there is still time to change the position.
Second, scanning is treated as part of the job, not an optional extra. Reinforcement in parapets is often denser than people assume, especially at corners and joints, and the scan result is what lets us hold the position the designer wants or propose a sensible shift.

Third, the sequence with other trades is agreed. Coring after the membrane is down creates rework. Coring before the sleeve is ordered creates delays. A short call between us, the waterproofer and the plumber saves more time than any equipment can.
Our operators are licensed and qualified, we work to OH&S standards, and we use wet methods and slurry control by default on coring work. If a site is not suited to coring, we will say so and suggest the alternative, such as a wall-sawn rectangular opening.
— MYBMC
Cutting and coring with Vic Sawing & Drilling
We provide core drilling and concrete drilling for parapet scuppers, roof outlets and other drainage penetrations, with concrete scanning before cutting. Where the opening needs to be rectangular, wall sawing is an option, and if the job grows into removing a section of upstand or slab, our concrete removal service covers that.
Our site lists concrete cutting as a one-off service priced from $450 to $5,000, depending on the job. Scupper coring has no fixed published price, since diameter, thickness, access and reinforcement all affect the work. To get a figure for your roof, request a free quote with your drawings and access details.
FAQ
What is the difference between a scupper and a downpipe?
A scupper is an opening through a parapet or wall edge that lets roof water out. A downpipe is the vertical pipe that carries that water down, often fed by a scupper and a rainhead or box. Many flat roof designs use both, with the scupper discharging into a rainhead above the downpipe.
Can a scupper be cored into an existing parapet?
Yes, in most cases, provided a scan shows the position is clear of services and the structural engineer is comfortable with the penetration. The core is cut wet, the rig is anchored, and the waterproofer detailed the opening afterward. If reinforcement or a joint is in the way, the position or shape may change.
How do I know what size scupper I need?
The size comes from the roof drainage design, based on catchment area and rainfall intensity under the NCC and AS/NZS 3500.3. A hydraulic engineer, architect or licensed plumber should confirm it. A concrete cutter drills to the dimensions you give.
Is wet coring really necessary for a small scupper?
Yes. Wet methods are the primary way to control silica dust, and the exposure standard of 0.05 mg/m³ applies to small jobs as well as large ones. A proper water feed also keeps the bit cool and clears slurry, so the hole is cleaner and the core is less likely to jam.
Should the core be cut before or after the waterproofing?
Before, wherever the programme allows. Coring first means the membrane can be detailed around a clean opening and sleeve. If the core is cut after the membrane is laid, the membrane has to be cut back and repaired, which adds cost and a risk of leaks.
Sources
- NCC 2025, Victoria Part E3 Stormwater: Roof drainage systems
- AS/NZS 3500.3:2018, Standards Australia
- VBA Plumbing Practice Note RP 06: Sizing a roof catchment drainage system
- WorkSafe Victoria: Safe concrete cutting and drilling industry standard
- Safe Work Australia: Workplace exposure standard for respirable crystalline silica
- Safe Work Australia: National guide for working with silica
- AS 4654.2-2012, Waterproofing membranes for external above-ground use
- Flat roof drainage slope guide