Skip to main content
HELPERG Ecosystem
Build Design HubBuild Design Hub

Construction · Balconies · Decision

Choosing How a Balcony Is Held Up

Published

Two published systems answer the same brief, and they can be told apart by looking underneath. If the platform simply continues from the floor with nothing beneath it, the load crosses the envelope as one member. If brackets, hangers or posts hold it up, the structural work happens outside the line of the wall.

Each entry states its own test against the other, and neither may choose between them, because the choice depends on a particular building. What this guide sets out is the exchange each one makes: a cantilever concentrates everything into one difficult junction, while an externally supported balcony converts that junction into many smaller ones repeated along an elevation.

This is planning guidance only. It constitutes no structural design, and it states no dimension, capacity, thermal value or condensation outcome. The capacity of a cantilever and of its connection is a matter for a qualified engineer, and requirements vary by location and project.

Who this guide is for

  • Owners and self-builders specifying balconies on a new building
  • People comparing balcony proposals from different designers
  • Renovators replacing or altering an existing balcony
  • Anyone briefing a structural engineer or facade designer
  • Readers who have met both system entries and need them set side by side

What each arrangement actually is

A cantilevered balcony is a projection of the floor structure itself. Whatever the floor is made of continues outward past the line of the wall, and the platform outside is the same element as the floor inside. That continuity is the point of the arrangement structurally, and it is also the difficulty, because the wall it passes through is not a single thing but a set of layers each doing a different job.

In a bracket-supported balcony the platform does not come out of the building. It is hung on the wall, propped against it, or stood beside it on its own columns, which removes the continuous element passing through the insulated line and replaces it with a set of discrete connections.

The crossing is the subject, not the platform

At a cantilever crossing, several requirements arrive together. Load has to be transferred back into the frame, heat flow along the projecting element has to be interrupted, and the insulation, the air barrier and the water-shedding layers all have to continue past the crossing without a break. Solving any of these in isolation tends to compromise the others.

The entry names the usual failure of process rather than of product: choosing the connection first and asking for a thermal break afterwards generally produces a junction that satisfies neither, because by then there is no longer room to do both. Reducing heat flow means putting less conductive material into the load path, which changes what the connection can carry.

What the discrete answer costs instead

The substitution is the whole design. Each connection has to find something structural behind the finish to fix into, has to pass through whatever controls water and air at that point, and has to stay protected against corrosion in a position nobody will look at again.

The number and position of penetrations then becomes the variable everything else follows from. Each bracket has to land on structure, and structure sits where the frame is rather than where the elevation would prefer the balcony to be. Moving a bracket to suit the elevation takes the fixing off structure; keeping it on structure moves the platform.

Sealing, and why it is not a sealing problem

Sealing and drainage at each fixing are the same problem rather than separate ones. A closed penetration relies on water not standing against it, so the platform has to shed water away from the wall and the wall has to shed water clear of the fixings.

Where the frame sits close against the elevation, water running down the wall reaches the fixings first and stays there, loading the closure continuously instead of occasionally. The entry names the corresponding misunderstanding: closing a penetration is treated as the answer, when keeping water away from it is what allows that closure to last.

Movement, which the two handle in opposite ways

A projecting element is exposed on every face while the floor inside is not, so it does not move uniformly along its length, and where the surface build-up, the finish and the sealed joints accommodate that difference is a design question.

An externally supported balcony and the building move independently, and the entry makes the decision explicit: whether the connection is meant to hold them rigidly together or to allow relative movement has to be decided rather than left to the detail. Holding the two rigidly at several points removes that freedom, and the movement then appears wherever the assembly is weakest.

Corrosion protection in positions nobody reaches

On a cantilever, connection hardware sits inside the build-up and cannot be inspected once the junction is closed. Its protection against corrosion, and the detailing that keeps water away from it, are settled at design stage and rarely revisited.

On a bracket arrangement, the fixings sit inside the wall build-up where they cannot be seen, at a point wetted by whatever gets past the closure, and often in contact with a different metal in the bracket. Breaks in a protective coating at cut edges and drilled holes are the usual starting point, and the only later evidence that the decision was wrong is movement or staining appearing at the platform.

What each leaves to be inspected later

The exchange is visible again here. Being outside the wall, bracket supports can be inspected, but only if someone can reach them, and access at height and who arranges it belongs in the handover rather than being discovered long afterwards. The arrangement also permits an open platform, leaving the frame and the fixings visible from below.

A cantilever leaves less to see and more to record. What was actually installed at the crossing is seldom visible afterwards, so recording the connection type, the break, the layer arrangement and the fixing positions is the only way a later alteration can proceed without opening the junction up.

  • One difficult junction, resolved once, and then permanently buried
  • Many smaller junctions, repeated, and at least partly reachable
  • A thermal break that is a structural component rather than an added product
  • Fixings that still cross the insulated line even where no member does

Balcony support planning checklist

  1. 1Establish whether the platform can be a projection of the floor at all
  2. 2Ask who is responsible for the structural design of the connection
  3. 3Ask what is being done about heat flow where the load path crosses the insulated line
  4. 4Ask how the air barrier continues past the crossing, and at what stage it is built
  5. 5Count and locate every penetration the support arrangement creates
  6. 6Confirm what each fixing lands in, rather than what the elevation would prefer
  7. 7Ask which way the balcony surface falls and where that water arrives
  8. 8Check whether the wall sheds water clear of the fixings or onto them
  9. 9Decide whether the connection is rigid or accommodates relative movement
  10. 10Ask what corrosion protection applies at cut and drilled surfaces
  11. 11Establish how the supports or the connection will be reached for inspection
  12. 12Ask what record of the junction will exist once it is closed up

Common mistakes to avoid

  • Choosing the connection first and asking for a thermal break afterwards
  • Describing an externally supported balcony as avoiding a thermal bridge entirely
  • Moving a bracket to suit the elevation and taking the fixing off structure
  • Relying on sealant at a penetration rather than keeping water away from it
  • Leaving relative movement between balcony and building undecided
  • Designing the platform first and attaching a junction to it afterwards
  • Blaming staining under a balcony on the surface above rather than the edge detail

When to involve a professional

  • Balcony structure and its connection are engineering matters for a qualified engineer
  • Condensation risk at the junction is assessed by a qualified professional
  • Ask what each fixing lands in and how that was established
  • Ask how every penetration of the water and air control layers is closed
  • Requirements vary by location and project; verify with your professionals

Frequently asked questions

Questions readers ask about this topic

How do I tell which kind of balcony a building already has?

Look underneath. If brackets, hangers or posts are holding the platform up, the load has been taken outside the envelope. If the platform simply continues from the floor with nothing beneath it, the load crosses the envelope as one continuous member and the cantilever description applies.

Does a bracket-supported balcony avoid the thermal bridge?

The entry names this as a misunderstanding. An externally supported balcony is often described as avoiding a thermal bridge entirely, when the fixings still cross the insulated line. What changes is that one continuous crossing becomes many smaller ones, not that the crossing disappears.

Is a thermal break something added to the connection?

The published entry describes it the other way round: a thermal break is a structural component that happens to insulate, rather than an insulation product added to a connection. That is why reducing heat flow changes what the connection can carry and how it is reinforced.

Why is staining appearing under an existing balcony?

The entry notes that staining under a balcony is often blamed on the surface above when the edge and soffit detail is what let water track back. Water shed at the outer edge that tracks along the underside still arrives at the wall, only from below. Establishing which applies needs inspection.

Keep reading

Related guides and sections