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Structural Fire Protection: What to Ask

Published

This guide states no rating, no class, no thickness and no period, and it is not an oversight. Those are determined for a specific building by its design team and by the applicable regulations, verified against local requirements, and a guide that supplied them would be supplying the one thing it has no standing to supply.

What it can do is describe the shape of the question, which is genuinely useful, because the shape is what most people get wrong. Protection is treated as a product that arrives on a member, when the published records describe it as a continuous position that is only as good as what happens where other things meet the member.

Everything below is drawn from the published entity records. Where a question belongs to the fire engineer or to the relevant authority, that is said rather than answered.

Who this guide is for

  • Owners and self-builders reading a specification that mentions protection to structure
  • Readers whose building has a frame that will be exposed, boarded or coated
  • Anyone planning a fit-out that will open ceilings and reach structure above them
  • Buyers asking what record exists of what was installed and what was disturbed
  • Readers preparing questions for a design team meeting

It is a position, not a product

The published entry describes the protection to a member as an unbroken enclosure following the surface of that member, and says that it is the continuity rather than the substance forming it that the position consists of. The same continuous enclosure is reached by a coating sprayed on the member, by a film applied to it that reacts when heated, or by boards fixed around it and jointed at the corners.

The material differs in each case; the position does not. It is the surface of the member, enclosed. That is why asking which product is being used answers a smaller question than it appears to.

Continuity is decided where other things arrive

A casing is only continuous where everything meeting the member has been dealt with: connections, hangers, service penetrations, ceilings and partitions arriving at it. Those junctions are where casings are commonly interrupted, first during construction and again during every later alteration.

So the useful question is not whether protection was applied but how it is formed where other construction meets the member, and who was responsible for that at each junction.

  • Connections between members, which are frequently made after protection
  • Hangers and supports landing on or beside the member
  • Service penetrations formed through and alongside it
  • Ceilings and partitions arriving at the member

Shop-applied protection stops at every site connection

The steel frame entry names this as a tension rather than a defect: shop-applied protection is broken wherever a bolt is made up, a plate is welded or a member is trimmed, so the positions that most need protection are the ones the shop could not reach.

It also records the resulting misunderstanding directly, that shop-applied protection is taken as covering the whole frame when every site connection interrupts it. What is done at those positions is specified rather than left to the erection sequence, and asking to see that specification is a reasonable request.

A member that is hidden is not a member that is protected

The published misunderstanding is worth quoting because it is so widely held: that a member hidden above a ceiling is protected. Concealment is not protection, and whether a ceiling forms part of a protection scheme depends on what the design says it is.

That distinction matters most during a fit-out, when ceilings come down and go back up and nobody involved may know whether the ceiling they are replacing was part of a scheme or simply a ceiling.

Why some elements are treated differently from others

A column commonly supports a large area, so what happens to it in a fire is a different question from what happens to a small member, and a transfer member supporting several storeys is likewise treated differently from one supporting a single floor. Neither of those is a statement about performance; both are statements about how the question is framed, and what follows from that framing is a design and regulatory matter.

A core that stabilises a building is often also a shaft with duties in a fire strategy, so a penetration made for one reason meets requirements set for another, and the shear wall entry records that an opening cut through such an element affects both. This is why the question of who owns an opening is worth asking explicitly: it sits with the structural engineer and the fire professional at the same time, and the two answers are not interchangeable.

Openings, voids and the things that cross lines

A service zone crossing a line that separates spaces makes the surfaces bounding that zone stop being a boundary, and what closes it there is a regulated matter for qualified professionals and the relevant authority. A builders work opening formed and not yet used remains an open route through an element.

A partition head arranged to let the structure above move has to go on separating while remaining free to move, which the published entry describes as a tested arrangement rather than something settled on site. Each of these is a position where the strategy is either complete or is not, and none of them is visible afterwards.

The record, and what happens when protection is disturbed

Protection is commonly opened up to reach connections, services or fixings above a ceiling, and whether it was reinstated as it was formed is a question that arises long after the works are finished. The entry also warns against making good a disturbed casing with any similar-looking material, since what was specified and how it was formed at joints and penetrations is what the arrangement depends on.

What was specified, what was installed, and what was done at junctions and penetrations is recorded information rather than something recoverable by looking at a completed casing. That makes the handover record the only durable answer.

What belongs to the fire engineer

Whether protection is required, what form it takes, and whether any given arrangement is acceptable are matters for qualified design and for the applicable regulations, verified against local requirements for the building in question. That sentence is close to the published wording because it is the boundary this guide works to.

Everything a reader can usefully do sits on the near side of that boundary: establishing what the design says, what was installed, what was disturbed and who is responsible for reinstating it.

Questions to put to the design team

  1. 1Ask what protection the design requires for each type of member, and on what basis.
  2. 2Ask how the casing is formed where connections, hangers and abutting construction meet a member.
  3. 3Ask what happens at site-made connections where shop-applied protection was interrupted.
  4. 4Ask whether any ceiling forms part of a protection scheme, and which ones.
  5. 5Ask which elements combine a stability duty with a compartmentation duty.
  6. 6Ask who owns an opening through such an element, structurally and in fire terms.
  7. 7Ask how service penetrations through and alongside protected members are dealt with.
  8. 8Ask where the service zones cross lines that separate spaces, and what closes them there.
  9. 9Ask which builders work openings were formed, which were used, and how the rest were closed.
  10. 10Ask what record will exist of what was specified and what was installed.
  11. 11Ask who is responsible for reinstating protection opened up for access, and to what.
  12. 12Ask that the record be included in the handover information.
  13. 13Verify every requirement against local requirements for the building and its use.

Common mistakes to avoid

  • Asking which product is being used, when the position is defined by continuity rather than by substance.
  • Assuming shop-applied protection covers the whole frame, when every site connection interrupts it.
  • Treating a member hidden above a ceiling as protected, when concealment is not protection.
  • Making good a disturbed casing with any similar-looking material.
  • Opening up protection for access without establishing who reinstates it and to what.
  • Cutting an opening through a core without recognising it has two duties at once.
  • Assuming a completed casing can be read by looking at it, when what matters is recorded information.
  • Leaving the protection record out of the handover, so a later alteration begins with no information.

When to involve a professional

  • This guide states no period, rating, classification, thickness, specification or capacity of protection, and none can be inferred from it.
  • Whether protection is required, what form it takes, and whether an arrangement is acceptable are matters for qualified design and for the applicable regulations, verified against local requirements.
  • Fire performance is a property of a tested arrangement including the protection applied and how it is maintained, and this guide claims none.
  • Openings through elements combining stability and compartmentation duties belong with the structural engineer and the fire professional together.
  • Where a casing has been disturbed, what is required to reinstate it is determined by reference to what was specified rather than by matching appearance.

Frequently asked questions

Questions readers ask about this topic

Why will this guide not tell me what protection I need?

Because whether protection is required, what form it takes and whether an arrangement is acceptable are determined for a specific building by its design team and by the applicable regulations. Those have to be verified against local requirements, and no general description can stand in for that.

Is a steel member above a ceiling already protected?

Concealment is not protection. Whether a ceiling forms part of a protection scheme depends on what the design says it is, which is why that question is worth asking before a fit-out takes ceilings down and puts different ones back.

What happens where the frame is bolted together on site?

Shop-applied protection is broken wherever a bolt is made up, a plate is welded or a member is trimmed, so the positions that most need protection are the ones the shop could not reach. What is done at those positions is specified rather than decided by the erection sequence.

Can protection be made good with a similar material?

The published guidance warns against exactly that. What was specified, and how it was formed at joints, junctions and penetrations, is what the arrangement depends on, so reinstatement refers back to the specification rather than to what the disturbed casing looks like.

Who should I be asking about all this?

The design team, and specifically whoever holds the fire strategy for the building, alongside the structural engineer where an element has both duties. The relevant authority sets what is required, and the useful preparation is knowing which questions belong to which party.

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