Building envelope · External Wall Build-Ups
Masonry Veneer over Framed Backup System
This entry identifies which layer of a masonry-faced framed wall is actually controlling water, so that the brickwork can be read as a screen and the anchors, supports and sheathing membrane recognised as the parts doing the work.
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 masonry veneer wall is
A masonry veneer is a self-supporting skin rather than a structural wall. It stands on a support at its base, is restrained sideways by anchors reaching back to the frame, and carries no floor or roof load. Behind it lies a void, and behind that a sheathed framed wall with a weather-resistive layer fixed over the sheathing. That membrane, not the masonry, is the plane the design relies on to keep water off the frame.
Because the veneer is a screen, it is expected to admit water through joints, hairline cracking and around anything passing through it. What matters is that everything arriving on its back face can run down the void and leave through openings at the bottom, and that the membrane behind is lapped so water running on it always steps outward. Recognising this reverses the intuition that a masonry face is the barrier.
The test against masonry-cavity-wall-system is what stands behind the void. Look at the wall under construction, or at a survey opening: an inner skin of masonry carrying the floors makes it a twin-leaf cavity wall in which both skins behave as masonry. A stud frame with a sheathing board makes the outer masonry a veneer, and the anchors then have to let the two sides move independently, because fired clay, timber and steel change dimension for different reasons and on different timescales.
Naming matters here because usage differs by region. In North American practice the phrase cavity wall is commonly applied to this wall rather than to the twin-leaf one, so a drawing note, product description or survey report using that phrase is worth checking against what is actually behind the void before it is relied on.
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.
- brick veneer wall
- masonry cladding over frame
- brick-clad timber or steel frame
- non-loadbearing outer leaf
- anchored masonry veneer
- brick veneer with cavity
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.
- Give a building a masonry face without asking that masonry to carry any part of the structure.
- Keep the water control plane on the sheathing behind the void rather than on the visible masonry.
- Drain and ventilate the space behind the veneer so that water reaching it leaves the wall again.
- Restrain the veneer sideways while allowing it and the frame behind to move independently of one another.
- Transfer the weight of the veneer to a support at its base and, on taller walls, to supports above.
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.
Order is meaningful in this system. The roles below sit in sequence, and moving one relative to another changes what the assembly does. The sequence is conceptual only: it states no thickness, no dimension, no fixing and no order of work on site.
- Layer 1 of 8. Order is meaningful.Finish surfaceMasonry veneer face
The single visible leaf of brick, block or stone. It gives the wall its appearance and takes the weather, but structurally it does nothing except stand up and stay where the anchors hold it.
- Layer 2 of 8. Order is meaningful.Primary supportFramed backup wall
The studded wall behind the void that carries floor and roof loads, resists racking and receives the wind load handed back to it by the anchors. Everything the veneer needs, it borrows from this wall.
- Layer 3 of 8. Order is meaningful.AttachmentVeneer anchors
The connections between the leaf and the frame. They hold the masonry against wind pressure and suction and pull it back against suction, while being expected to tolerate movement of the two sides relative to one another in the plane of the wall.
- Layer 4 of 8. Order is meaningful.Edge and terminationVeneer supports at base and above openings
The ledge, angle or lintel on which the leaf bears at its foot and wherever its weight is picked up higher in the building. Each of these also closes the void, which makes each of them a drainage detail as well as a structural one.
- Layer 5 of 8. Order is meaningful.Cavity or voidDrained and ventilated void
The space between the back of the masonry and the membrane. It has to stay open for water to run down and for air to move through, which is why it is a working part of the wall rather than a construction tolerance.
- Layer 6 of 8. Order is meaningful.Drainage planeFlashings and drainage openings
The sheet or bonded flashings at each support and opening that collect water off the membrane, together with the openings through the leaf that let it out. They appear wherever the void is closed, which is wherever the veneer is carried.
- Layer 7 of 8. Order is meaningful.Control layerWeather-resistive layer
The membrane or applied coating on the face of the sheathing. This is the surface the design depends on to shed water, and on many walls it is also nominated to carry air control, which changes how its laps and edges have to be treated.
- Layer 8 of 8. Order is meaningful.SubstrateSheathing board
The board fixed across the frame that stiffens it, gives the membrane a continuous background and takes the anchor fixings through to the studs. Its behaviour when wet matters because it sits directly behind the drainage space.
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.
The anchor is where two different movement regimes meet. The veneer changes dimension as a fired or cast product responding to moisture and temperature; the frame behind moves with its own moisture content, its loads and time. An anchor stiff in every direction simply transfers that difference into the masonry as cracking, so the connection is asked to restrain the leaf outward and inward while yielding along the face of the wall.
Water control depends on one geometric rule being kept everywhere: each layer laps over the one below so that water always steps outward. The membrane, the flashings at every support and opening, and the sill and head details form a single shingled arrangement. A flashing tucked correctly behind the membrane along its top edge but left in front of it at its ends is not a partial success - at those ends it is a funnel aimed at the frame.
Every place the veneer is carried is also a place the void is closed, so support and drainage are the same detail. A ledge or angle taking the weight of the masonry blocks the space, which means water running down the membrane above arrives there and has to be collected and released. Support provided without a flashing and open outlets below concentrates water at exactly the point where the wall is least able to shed it.
The void only works while it stays open. Mortar squeezed from the leaf's bed joints falls and collects on anchors, on flashings and at the base, forming bridges and blocking the outlets the whole arrangement depends on. Openings at the top as well as the bottom let the space dry, which matters because saturated masonry releases moisture inward as readily as outward once the sun is on it.
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.
Finish surface
Facing brick, salvaged brick, dressed stone and cast stone units are all commonly encountered forming the veneer. Which of them belongs on a given elevation, at a given height and exposure, is a matter for the designer and the manufacturer's documentation.
Attachment
Anchors formed from corrosion-resisting metals are commonly encountered connecting veneer to frame. Because they are asked to restrain in one direction while yielding in another, their selection is a structural decision rather than a matter of matching what is already on site.
Control layer
Sheet membranes, bonded tapes and sealing tapes are commonly encountered forming and joining the weather-resistive layer. How they are lapped, where they are bonded and what they are compatible with is set by the manufacturer's documentation and the designer.
Substrate
Wood-based and mineral sheathing boards are commonly encountered behind the void. How a given board behaves if it is wetted, and whether it can be relied on for anchor fixings, is a matter for the board manufacturer and the structural designer.
Primary support
Timber studwork and cold-formed steel sections are the framing families commonly encountered behind a veneer. What the frame can carry, and how it must be braced to receive the wind load handed back by the anchors, belongs with the structural designer.
Drainage plane
Sheet barrier materials and dressed metals are commonly encountered forming the flashings at supports and openings. Where a flashing turns up, how far it is carried and how its ends are closed is a design matter rather than a site decision.
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.
Openings through veneer and frame
An opening passes through two independent constructions that move differently. The frame is fixed to the backup wall while the masonry surrounds it with a joint that has to stay closed to air and open to movement, and the sill flashing has to collect water from the membrane and put it outside the leaf.
Read about Window Opening Interface →Trays at every support and interruption
Because the veneer is carried at its base and wherever its weight is picked up again, the void is closed at each of those lines. Every one of them needs a tray taking water off the membrane and outlets through the masonry below it, or the interruption becomes a reservoir.
Read about Cavity Trays →Timber frame behind the veneer
Where the backup is timber, the frame shrinks as it dries while the clay leaf tends to grow, so the two sides move in opposite directions. That difference accumulates over the height of a building and shows first at anchors, at supports and at window heads.
Read about Timber Platform Frame →Air control on the sheathing
The membrane is frequently asked to carry air control as well as water shedding, which changes the requirement from lapping to sealing. Where that dual role is intended, every penetration made by an anchor, bracket or service becomes part of the air line.
Read about Air Barrier System →Top of the veneer
The leaf usually stops below the roof rather than continuing into it, so the top of the void has to be closed against birds and driven rain while remaining open enough to ventilate, and the membrane behind it has to be carried up into the roof construction.
Read about Eaves System →Base support and ground contact
The veneer's weight goes into a foundation or a ledge projecting from it, and its lowest outlets sit just above whatever surface is outside. Ground, paving or planting raised against that line closes the drainage the wall depends on.
Read about Strip Foundation →
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
- The wall is designed on the assumption that water gets behind the masonry. Whether the frame stays dry depends on the lapping of the membrane, the flashings at every interruption and the void remaining open, and no single one of those makes the assembly watertight by itself.
- Movement
- Two materials with unrelated movement behaviour are held together at close intervals. Where that movement is not allowed for, it appears as cracking in the masonry, as distortion at window heads or as anchors working loose, usually at corners and beneath long horizontal supports.
- Durability
- The parts on which the wall depends are the ones that will never be seen again: anchors, flashings and the membrane. Their resistance to corrosion and to long-term wetting is decided before the leaf goes up, and cannot be revisited without taking masonry down.
- Buildability
- The leaf is built from the outside by one trade after the membrane and flashings were installed by another. Keeping the void clear, protecting flashing upstands and building outlets in as the work rises are the points where the two trades' work either meets or does not.
- Interfaces
- Supports, openings, corners, parapets and the base are all places where support, drainage and movement have to be resolved at once. This wall has more such lines than a twin-leaf wall, because the veneer is carried rather than continuous from the ground.
- Documentation
- Once the masonry is up, the anchors, flashings and membrane laps cannot be verified. Photographs of each elevation before the leaf rises, and a record of where supports and outlets sit, are what a later investigation will have to work from.
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.
- Which layer in this wall is nominated as the water control plane, and is it drawn continuously across every elevation?
- Where is the veneer supported, and does each of those lines have a tray and open outlets below it?
- What movement is expected between the leaf and the frame, and which component is intended to absorb it?
- Is the membrane also carrying air control, and if so how is each anchor and bracket penetration treated?
- How is the void kept open and clear as the masonry rises, and who confirms that before the wall is closed?
- How does the leaf terminate at the top, and how is the void ventilated there without admitting driven rain?
- What happens at corners, where movement in the leaf concentrates and the drainage path changes direction?
- How is the base outlet line kept clear of the finished ground, paving or planting outside?
Boundaries
Commonly misunderstood points
Distinctions that are easy to blur, and the places where a familiar term means something narrower than it sounds.
- That the brickwork is the weatherproofing. It is a screen, and the membrane behind the void is what the design relies on.
- That this wall is a cavity wall in the twin-leaf sense. The inner side is a frame, which changes both the structure and the anchors.
- That an anchor is simply a tie. It has to restrain in one direction while permitting movement in another, which a rigid connection cannot do.
- That drainage openings are optional if the masonry looks sound. They are the only exit for water that the design assumes will arrive.
- That the void is a construction tolerance. It is a working drainage and ventilation space, and closing it changes how the wall behaves.
Conversations
Questions for qualified professionals
Bring these to the relevant qualified professional, manufacturer or authority. Requirements vary by project and location.
- Which layer are you relying on to keep water off the frame, and where is it shown on the drawings?
- How are the flashings at each veneer support lapped into the membrane, including at their ends?
- What anchor type is specified, and what movement between the leaf and the frame does it allow?
- How much movement do you expect between the masonry and the backup over the height of this building?
- Where are the drainage openings, and how will they be kept clear of mortar as the leaf is built?
- Is the sheathing membrane also the air barrier here, and how are the anchor penetrations dealt with?
- What record will I be given of the membrane and flashings before the masonry covers them?
What this page does not do
- A veneer that appears sound can be inadequately anchored, because the anchors are invisible and the leaf will stand until it is loaded.
- Blocked or omitted drainage openings put water against a sheathing board that is unlikely to tolerate long-term wetting.
- This entry states no fire performance for the void, the leaf or any cavity barrier within it; that belongs with a tested assembly and the relevant authority.
- Reading a drawing note that says cavity wall as though it meant twin-leaf masonry can lead to the wrong repair being specified entirely.
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.
Alternatives
Different systems answering the same need. Listing them together is not a comparison and does not suggest one is better — which, if either, suits a project is a design decision.
Meets these systems
Systems this one physically meets. The junction is usually where the design problem lives, so these are worth reading together.
Commonly built alongside
Systems routinely present in the same building without necessarily touching this one.
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.
External Wall Build-Up Systems
Complete external walls read as a layer order: where in the thickness of the wall water is stopped, and in which direction the wall is allowed to dry afterwards.
Browse all external wall build-ups entries →