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Water and external systems · Decks & Paving

Pedestal-Supported Terrace Paving System

This entry treats the void as the product, setting out how adjustable supports, open joints and liftable units combine to give a level surface over a falling deck while keeping the layers beneath reachable.

Component roles:Primary supportSubstrateControl layerProtectionFinish surfaceCavity or voidEdge and termination

Educational reference entry. How this system behaves depends on climate, jurisdiction, loading, substrate, the adjacent systems it meets, how the building is used, the manufacturer's instructions and qualified professional design.

Overview

What pedestal terrace paving is

Pedestal paving turns a sloping structural deck into a level terrace without burying it. Adjustable supports of differing extension stand on the deck and take up its falls, slabs or boards or trays rest on those supports, and the joints between units are left open. Nothing is bedded, bonded or grouted, which is what makes the rest of the arrangement possible.

Water arriving on the surface passes straight through the open joints into the space beneath and runs down the deck falls to the outlets. The trafficked layer is therefore not the layer that resists water at all; it is a wearing surface and a shading layer over the real one. That separation is what lets the surface be walked on, cleaned, lifted and replaced without disturbing what keeps water out of the building.

This is the pedestal instance of the trafficked roof deck assembly, which covers bedded and bearer-supported surfacings in the same position. The test is simple enough to apply while standing on the terrace: can a single unit be lifted by hand? Here it can, because units are loose-laid and held by their own weight and the perimeter. Rigid paving is bedded in mortar onto a bound base, so lifting a unit means breaking it, and there is no open void beneath to drain, ventilate or inspect.

Because this is a surfacing method rather than a build-up, it does not determine what lies beneath. The same arrangement is found over warm decks and over inverted roofs, and it is not the same entity as the adjustable support component on its own. The system is the relationship between supports, units, void and deck, which no component description contains.

Terminology

Common names and aliases

These names describe the same assembly. The encyclopedia keeps one entry per system so that a trade term or a regional name never becomes a second, thinner page.

  • raised paving on adjustable supports
  • adjustable pedestal deck
  • elevated paver system
  • supported slab terrace
  • raised external access paving

Purpose

What this system is intended to do

The job the assembly exists to perform, conceptually. An intention is not a guarantee that any particular build achieves it.

  • Present a level walking surface over a structural deck that is deliberately laid to fall.
  • Let surface water pass through open joints into a drained void rather than run across the paving.
  • Keep the layer that resists water shaded, shielded from foot traffic and reachable for inspection.
  • Allow individual units to be lifted so that outlets, upstands and the deck surface can be reached again.
  • Absorb the difference between a falling deck and a level finished terrace within the support layer.

Composition

The roles this system is made of

What each part does in the assembly and what it depends on — never a product, a thickness, a fixing or a determination that anything is adequate for the role.

Interacting parts, no fixed order7 roles

Order is not meaningful in this system. These roles interact as parts of one whole rather than stacking up in a sequence, so the list below is not a build-up and nothing should be read into the order it appears in.

  • Primary supportAdjustable pedestals

    Individually adjustable supports that stand on the deck and set the finished level at each unit corner. They take up the deck falls, spread load onto the layer below, and are the reason the terrace can be level over a surface that is not.

  • SubstrateStructural deck and its falls

    The deck beneath carries everything and continues to be laid to fall, which is why the void has to remain clear and connected all the way to the outlets. The falls, the outlets and the roof build-up below are described in full in the trafficked roof deck assembly; they are named here because the pedestal extension range has to absorb whatever fall that entry sets.

  • Control layerWater-resisting layer below the void

    The water-resisting layer is described in full in the trafficked roof deck assembly. It is named here because this arrangement loads it in a way the bedded case does not: every support stands on it or on the protection above it, so it carries a grid of point loads rather than a spread one, and its ability to survive that is a property of the support layout rather than of the membrane by itself.

  • ProtectionProtection and slip layer under the supports

    A separating layer between support base and whatever lies below, spreading load and stopping the two from abrading each other. Where the deck is inverted, insulation and its own protection also occupy this position and receive the same point loads.

  • Finish surfaceLoose-laid units

    Slabs, boards or trays forming the trafficked surface. They are held by weight, by the pedestal heads and by the perimeter rather than by adhesion, so their behaviour under wind, point load and impact differs from anything bedded.

  • Cavity or voidThe open void and its drainage path

    The continuous space between units and deck. It carries water to the outlets, allows air movement, and is the only route by which anything below the paving can be seen again. Debris, a buried kerb or a solid upstand across it removes those functions locally.

  • Edge and terminationPerimeter restraint and edge condition

    The terrace edge has to stop units migrating, address wind entry beneath the paving, and still let water and air pass. It is also where the terrace meets parapets, thresholds and guarding, so it carries several requirements in one detail.

Interaction

How the parts work together

The reason this is a system rather than a list of parts: what depends on what, and what stops working when one part is changed.

Pedestals and deck falls solve opposite problems and depend on each other to do it. The deck must keep falling so water reaches the outlets; the terrace must be level so it can be used. Every pedestal resolves that difference locally, which makes the support layer the place where an error in deck level shows up, and the place where a change of deck level after the fact cannot be absorbed.

Because units are loose, load does not spread the way it does through a bedded surface. A point load on a slab corner arrives at a pedestal head and then at a small patch of whatever lies below, so the protection layer, the insulation where present and the water-resisting layer are all loaded through a concentrated area. How that stack behaves is a property of the assembly and is assessed by the designer using the manufacturers' information.

The open joint and the drained void are a single mechanism, not separate features. Water leaves the surface only as fast as the void lets it, and the void works only while it stays connected to the outlets. Debris falls through the joints and collects where nobody looks, and the first sign of a blocked outlet is often water appearing somewhere that has nothing to do with where the blockage is.

Losing the ability to lift a unit removes the reason for building this way. Bonding units, filling joints, bedding a course at the edge or standing a heavy fixed object on the terrace all convert part of the assembly into something that must be broken to reach the deck. Guarding posts taken down through the paving to structure do the same locally, so their route has to be planned rather than discovered.

Materials

Material families commonly met in each role

Commonly encountered, not recommended. Whether a material suits a given project depends on the whole assembly, the exposure, the manufacturer's documentation and qualified professional review.

Primary support

Adjustable support units are the component family commonly encountered in this role. Load capability, adjustment range and head configuration differ between products, and whether a given support belongs under a particular unit on a particular deck is set out in the manufacturer's documentation and confirmed by the designer.

Finish surface

Trafficked units on pedestals are commonly encountered in these families. Each behaves differently when supported only near its corners and when wet underfoot, and whether a particular unit can be used unsupported across its middle is a manufacturer and designer question.

Control layer

The water-resisting layer under a pedestal terrace is commonly encountered in these families. Whether any of them can accept the concentrated loading and the protection arrangement of a pedestal build-up is stated by the membrane manufacturer rather than inferred from the material family.

Thermal layer

Where the terrace sits over an insulated deck, these insulation families are commonly encountered below the supports. Their position relative to the water-resisting layer is what defines the roof type, and that decision sits with the designer rather than with the paving.

Edge and termination

Perimeter restraint and trim at a pedestal terrace are commonly encountered in these families. Whether an edge should be closed, vented or left open depends on exposure, on the drainage route and on the designer's assessment rather than on the trim itself.

Junctions

Where this system meets others

Interfaces are where most assemblies actually fail, so they are set out explicitly rather than left inside the prose. What resolves a junction is a detail designed for the specific building — not a rule of thumb.

  • Terrace over an inverted roof

    On an inverted roof the insulation sits above the layer that resists water, so pedestals bear on insulation and its protection rather than on the membrane. That changes what the support layer has to spread load onto, and it changes what is revealed when a unit is lifted.

    Read about Inverted Roof
  • The general trafficked deck case

    This entry is the pedestal instance of a trafficked roof deck. The concealed waterproofing, the falls and outlets buried beneath the surface, the upstand heights a finished level forces and the door threshold conflict are described in full in the trafficked roof deck assembly and are not repeated here. Which roof build-up sits below the waterproofing - warm deck or inverted - belongs to those entries and is not decided here.

    Read about Trafficked Roof Deck
  • Parapet and upstand at the terrace edge

    The paved level rises toward the upstand, and the relationship between the finished surface and the top of the water-resisting layer at that upstand decides whether water can get behind it. That relationship is set before the paving goes down, not adjusted afterwards.

    Read about Parapet System
  • Outlets within the paved area

    Outlets sit below the paving and are reached through it. Access units, the connection of the void to each outlet and a means of clearing debris without lifting the whole terrace all have to be positioned while the terrace is being set out.

    Read about Roof Rainwater Drainage
  • Guarding through the terrace surface

    A guard cannot be supported by loose units. Its posts pass through the paving to something structural, and every one of those passes is a penetration of the layers below that has to be closed and has to stay reachable.

    Read about Guarding System
  • Threshold onto the terrace

    Where the terrace meets a door, the paved level, the drainage in front of the opening and the upstand of the water-resisting layer have to be reconciled. Level access makes this the most constrained junction on the whole terrace.

    Read about Door Threshold Interface

Considerations

Topics worth discussing

Which topics genuinely apply to this system and what to raise about them. Measured values, classes and ratings come from a qualified professional's design for the specific building, not from a reference page.

Moisture
Water passes the surface by design, so everything below sits in a wetted zone. Whether the assembly keeps water out of the building depends on deck, membrane, outlets and upstands acting together, and never on the paving above them.
Durability
Units supported near their corners take impact and point load differently from bedded paving. Chipping, rocking and edge damage are the usual signs, and a cracked unit on a terrace can be a loading question rather than a material fault.
Maintenance and access
The reason for building this way is that the void stays reachable. That advantage is only real if there is a plan for lifting units, clearing debris and reaching outlets, and if the plan is handed over with the building.
Movement
The deck below moves, the units above are loose, and the supports sit between them. Where a structural movement joint runs beneath a terrace, its continuation through the paving layer is a design decision rather than something loose units absorb by themselves.
Interfaces
Upstands, thresholds, outlets and guarding penetrations account for most of the risk here. Each is a place where the level of the finished paving and the level of the water-resisting layer must be agreed by more than one party.
Buildability
The terrace is built on top of completed roof construction, so damage during the paving works is a live risk. Protection while work proceeds, and the route by which units arrive on the roof, sit with the people organising the work.
Thermal
Where the deck is insulated, the position of the insulation relative to the water-resisting layer defines the assembly type. This entry states no thermal outcome, and the build-up and its assessment belong with the designer.

Design

Questions the design has to answer

The decisions this assembly turns on. They are questions rather than answers, because the answer depends on the building.

  • Is the finished surface required to be level, and what falls does the deck beneath already have?
  • What sits directly under the pedestal bases, and what spreads their load onto it?
  • Where are the outlets, and how will they be reached once the terrace is finished?
  • Is guarding needed at the edge, and what will its posts actually be fixed to?
  • How will units be kept in place in wind at the exposed edges and corners?
  • Who is responsible for the roof construction below, and how is the handover between trades agreed?
  • Is a movement joint in the deck being carried through the terrace surface?
  • What will be handed over about lifting units and clearing the void beneath them?

Boundaries

Commonly misunderstood points

Distinctions that are easy to blur, and the places where a familiar term means something narrower than it sounds.

  • The paving is often thought of as the waterproofing, when it is a wearing surface and the layer that resists water sits below the pedestals.
  • A level terrace is sometimes taken to mean a level deck; the deck still falls and the supports absorb the difference.
  • Open joints are assumed to keep the void clean, when in practice they are the route by which debris gets into it.
  • This system is not defined by the adjustable support alone, because the same component appears in arrangements that behave quite differently.

Conversations

Questions for qualified professionals

Bring these to the relevant qualified professional, manufacturer or authority. Requirements vary by project and location.

  • What is directly beneath the pedestal bases, and how is that layer protected from them?
  • Has the loading of the units and of the layers below been considered for the use intended here?
  • How will water reach the outlets once the paving is down, and how would a blockage be found?
  • What is the wind uplift strategy at the perimeter and at the corners of the terrace?
  • Where do guarding fixings pass through the assembly, and how is each pass closed?
  • What provision is being made for lifting units and reaching the deck below?
  • How is the level at the threshold and at the upstands being agreed between the trades involved?

What this page does not do

  • Nothing here indicates that any build-up keeps water out of a building; that is a property of the completed, correctly detailed and correctly installed roof assembly.
  • Wind uplift on loose-laid surfaces is an engineering matter depending on exposure, building form and location, and belongs with a qualified professional.
  • What load a roof can accept from a terrace and its intended use is a structural question for the engineer responsible for the deck.
  • Maintenance access at height carries its own safety requirements, determined by the relevant authority and the building operator.

Related systems

How this system relates to others

Every link states what the relationship actually is, rather than leaving a bare list of related pages to be read as a suggestion.

Meets these systems

Systems this one physically meets. The junction is usually where the design problem lives, so these are worth reading together.

Go deeper

Related Build Design Hub guides

Planning guidance behind the decisions this assembly involves.

Preparation

Related planning checklists

Owner-side preparation before the conversation where this system comes up.

Inspiration

Related Ideas Library pages

Design directions where this system commonly appears.

Decks, Paving and Hard Landscape Systems

External surfaces people stand on, plus the substructure, edge, support and guarding that make one usable, each decided by the layer beneath and the route its water takes.

Browse all decks & paving entries →