Skip to main content
HELPERG Ecosystem
Build Design HubBuild Design Hub

Construction · Sequence · Floors

Planning Service Routes Through Floors and Structure

Published

Services arrive from a different discipline and usually later than the structure. That single fact produces most of what goes wrong here, and the reference entries say so plainly: each trade arrives to find the depth already partly used, and the order in which they turn up is the practical reason services end up cut through members.

This guide sets out where a route can actually go in each floor structure, and what has to be settled before the structure exists rather than after. In three of these systems the honest answer to when a route has to be fixed is before manufacture.

Nothing here states what may pass through any element. Forming or altering a crossing through a structural or fire-separating element is design work for qualified professionals, verified against local requirements.

Who this guide is for

  • Self-builders coordinating services against a structural package
  • Owners whose services designer and structural engineer have not yet spoken
  • Anyone planning a riser or a new service route in an existing building
  • Project managers sequencing first fix against a manufactured floor
  • Anyone asked to approve a route change after a floor has been ordered

Three places a route can go, and one it ends up

Across the floor structures in the library, a horizontal route has three legitimate homes: inside the structural depth between members, beneath the soffit in a hung or suspended zone, or within voids formed in the units themselves where the maker permits it. A solid panel removes the first of those, which is why a battened or suspended zone has to be added deliberately.

The fourth outcome is not a home. It is what happens when none of the three was planned: material removed from a member, a sheet or a unit, by someone who needed the route to exist.

Inside the structural depth

In a joisted floor the space between deck and ceiling is used for pipework, cabling and sometimes ducts, and the entries describe it as the part of the assembly that takes most of the pressure from later work. Whether services pass between the members or through them is named as the single coordination decision that most often turns into structural damage.

The member type governs what is possible, and the manufacturer's information for an engineered product is the document that answers it.

Beneath the soffit

In a composite deck floor, distribution below the floor is fixed to the deck, and deck direction, rib positions and the reinforcement above all constrain where a hanger may go. Coordination is far easier before the deck is set out than after. In a precast plank floor, services are usually hung beneath rather than buried within, so the soffit becomes a fixing plane — and what may be drilled into a prestressed unit is defined by its manufacturer rather than judged on site.

The hanging itself has a constraint the surface hides. A deck presents a continuous face downward while being made of different things at different points, so what a fixing lands in cannot be read from the soffit.

Through the element itself

A crossing through a floor is not just a hole. The element it crosses was built to be continuous: it may carry structure, and it may be relied on to resist the passage of air, moisture, sound, smoke or heat, or several of those at once. Every layer interrupted there has to be brought back together around whatever passes through, and each layer is returned by a different means.

The entries separate three things that get run together. A builders work opening is provision made in advance of the service. A pipe sleeve is a lining that keeps the crossing and the structure independent, and it creates a gap rather than closing one. The penetration is the position itself, which exists whether or not anything has yet been done about it.

  • The opening: formed in advance, commonly more generous than what eventually passes through
  • The sleeve: a lining that separates pipe from structure and leaves an annular space
  • The closure of that space: a separate provision governed by what the element is relied on to do
  • The record: what was done at a crossing that is concealed almost immediately afterwards

Three systems where the deadline is before manufacture

In a precast plank floor, the pattern of units and the position of openings are settled before manufacture rather than during the work. In a mass timber structure, openings, service holes, recesses and connection preparation are part of the manufacturing information, so late service coordination is a structural change rather than a variation of finish. In a post-tensioned plate, every hole, sleeve, drain, socket and fixing belongs to the pre-pour coordination, because afterwards the slab contains no area that can be assumed to be free of a tendon.

The composite deck sits alongside them with a slightly different deadline: penetrations are located before the deck is set out. In each case the point at which a services drawing becomes a structural drawing arrives earlier than most programmes assume.

An opening formed in advance is not the same as one cut later

Forming an opening while an element is being built is a different operation from cutting one into a finished element, and the difference shows in the material around it: reinforcement arranged for the opening, support provided over it, edges formed rather than broken.

It carries its own consequence, though. The opening exists, open and oversized, for as long as it takes the service to arrive, and an opening that was formed and never used is far more often covered by a finish than properly closed.

Agreed rather than discovered

The whole subject reduces to one question asked early: who is agreeing the route, against which structural information, and by what date. Asked at the right moment it is a coordination task. Asked afterwards it becomes a request to alter a structure that has already been built to a different assumption.

Agreeing service routes through a structure

  1. 1Establish which floor structure is proposed, and where its routes can legitimately go.
  2. 2Ask by what date service positions have to be fixed for that structure.
  3. 3Ask whether any part of the floor is manufactured, and when its information has to be complete.
  4. 4Put the structural designer and the services designer in the same conversation before first fix.
  5. 5Ask what the element is relied on to do, and which of those the crossing interrupts.
  6. 6Establish which crossings are formed in advance and which would be cut later.
  7. 7Ask who is responsible for closing the space around each service.
  8. 8Ask what is provided where a pipe crosses so it does not bear on or bond to the structure.
  9. 9Ask what record will exist of what was done at each crossing once it is concealed.
  10. 10Identify which openings were formed and never used, and how they are dealt with.
  11. 11Plan access to the parts of the route most likely to need attention later.
  12. 12Ask what happens to the programme and the structure if a route changes after the deadline.

Common mistakes to avoid

  • Leaving service positions open past the date a manufactured floor needs them.
  • Treating a route through a structural element as a services decision rather than a structural one.
  • Assuming a sleeve closes a crossing, when it deliberately creates a gap that something else has to close.
  • Sealing the visible face of a penetration, when an element commonly has several layers through its thickness.
  • Hanging services from a soffit without establishing what the fixing actually lands in.
  • Leaving a builders work opening unused and allowing a finish to cover it rather than closing it.
  • Discovering the route on site, which turns a coordination task into a structural alteration.

When to involve a professional

  • Forming or altering a crossing through a structural or fire-separating element is design work for qualified professionals, verified against local requirements.
  • What may be drilled into or fixed to a manufactured unit is defined by its manufacturer and the structural designer, not by a site judgement.
  • What is required at a crossing through an element the fire strategy relies on is a regulated determination made against tested arrangements, and none is stated here.
  • Nothing here states an opening size, a clearance, a seal type, a rating or a period.

Frequently asked questions

Questions readers ask about this topic

Why does the route have to be agreed so early?

Because in several floor structures the opening positions are part of the information issued before anything is made or poured. Once that point passes, a route change stops being coordination and becomes a request to alter a structure built to a different assumption.

Does a pipe sleeve seal the hole?

No, and the entries say it does the opposite: it deliberately creates a gap so the pipe and the structure stay independent. The annular space between sleeve and pipe still has to be closed, and that is a separate provision governed by what the element is relied on to do.

Can services be hung from any soffit?

Not freely. Deck direction, rib positions and the reinforcement above constrain where a hanger may go in a decked floor, and what may be fixed into a prestressed unit is defined by its manufacturer. What the fixing lands in cannot be read from the soffit.

What is a builders work opening?

An opening made in a wall, floor or roof by the trade building that element, for a service that does not yet exist. It is set out from coordination information rather than from the thing that will occupy it, which is why it is commonly more generous than what eventually passes through.

What if a route has to change after the deadline?

That is a question for the structural designer rather than for the trade needing the route. In a post-tensioned plate in particular, the entries describe a penetration formed afterwards as a cut tendon rather than a hole, with consequences well beyond the opening.

Keep reading

Related guides and sections