Repair Systems — 03 — Facade & External Envelope
Expressed Joint / Vertical Joint Flashing
Technical product reference for expressed joint and vertical joint flashings between facade cladding panels — aluminium and stainless 316 flat cover flashings, Z-flashings, and proprietary expressed joint profiles that form a weather-resistant cover over panel-to-panel joints. Typically applied at horizontal joints where a cover flashing is used in preference to sealant.
What are expressed and vertical joint flashing systems?
Vertical joints between cladding panels are a critical water ingress pathway in all facade systems. Expressed joints use visible metal profiles (H-section) as an architectural feature, while concealed Z-flashings provide a backup water-deflecting layer behind open or expressed panel joints. Structural movement joints require purpose-designed flashings that accommodate defined movement without cracking.
Product Reference
4 product systems — expressed and vertical joint flashings — scroll to view all
Aluminium H-Section Expressed Joint Flashing
H-Section Expressed Joint Flashing — Aluminium
System Description
Extruded aluminium H-section expressed joint flashings create a distinct architectural shadow line at panel-to-panel joints in FC sheet and FC architectural panel cladding systems. The H-section grips both panel edges and forms the visible expressed joint — typically 10–20 mm wide — that is a deliberate design feature in contemporary facade architecture. Available in anodised silver or custom powder-coat colour. The H-section includes a small back channel that provides a path for any water penetrating the joint to drain — not a fully sealed joint. A backer rod and sealant is applied in the back channel in moisture-critical applications.
Technical Properties
- Material: 6063-T5 aluminium extrusion
- Profile: H-section — web depth 10–20 mm
- Flange width: 15–25 mm each side (grips panel edge)
Limitations
- H-section is a design element — not a watertight seal; water can enter at joint
- Panel edges must be cut accurately — uneven edges visible in H-section
- Anodising scratches during site handling — protect until installed
PROCUREMENT SOURCES
Confirm suitability with the current manufacturer TDS before specifying or applying.
Aluminium Z-Flashing Vertical Joint — Rain Deflecting
Z-Flashing Vertical Joint — Concealed Aluminium
System Description
Z-section aluminium flashings at vertical panel joints are installed behind the cladding panel edge, spanning the gap between adjacent panels and deflecting wind-driven rain back to the outer face. The Z-flashing is not visible from the exterior — it is a concealed backup to prevent water passing through the open joint between panels. The front leg of the Z-flashing faces out and laps over the inner edge of the panel behind it; the back leg is fixed to the subframe. Used in open-joint and large-gap panel systems where a sealant joint at the vertical edge is not practical or desired.
Technical Properties
- Material: 6063-T5 aluminium — anodised
- Profile: Z-section — 50 × 20 × 50 mm standard
- Front leg: 50 mm minimum overlap past panel edge
Limitations
- Not visible — relies on accurate installation to function
- Front leg overlap must be maintained — if panel is cut short, Z-flashing is exposed
- Does not prevent all water penetration in extreme wind-driven rain events
PROCUREMENT SOURCES
Confirm suitability with the current manufacturer TDS before specifying or applying.
SS316 Expressed Joint Flashing — Movement Joint
Movement Joint Flashing — SS316
System Description
Stainless 316 expressed joint flashings at structural movement joints must accommodate both expected movement and maintain weatherproofing throughout. Movement joints in concrete-framed buildings typically occur at expansion joints, construction joints, and at the junction between different structural elements (e.g., tower-to-podium). The flashing profile must provide a minimum 25 mm free movement each side of the joint centreline, with a flexible backing — typically a closed-cell polyethylene foam backer — to prevent the flashing profile from collapsing into the joint. Structural engineer must define the expected movement before the flashing is designed.
Technical Properties
- Material: 316L stainless — 1.5 mm
- Movement accommodation: ±25 mm minimum each side
- Backer: closed-cell PE foam — 50 mm diameter
Limitations
- Structural engineer must define movement magnitude before flashing is designed
- Flashing must not bridge movement joint rigidly — floating bracket required
- Sealant at movement joints must be movement-grade — minimum Class 25LM
PROCUREMENT SOURCES
Confirm suitability with the current manufacturer TDS before specifying or applying.
Open-Joint Vertical Z-Flashing — Back-Ventilated System
Open-Joint Concealed Z-Flashing — Aluminium
System Description
Open-joint rainscreen systems (terracotta, large-format FC panels, sintered stone) rely on a concealed Z-flashing behind all vertical and horizontal panel joints — no sealant is used at the panel edges. The Z-flashing intercepts wind-driven rain that enters the open joint and directs it back to the face through the cavity below. The open joint allows the cavity to be fully ventilated — a key advantage over sealed systems. The Z-flashing must be continuous and without gaps; it is typically a lightweight anodised aluminium extrusion fixed to the horizontal rail or a dedicated vertical rail behind the panel joints.
Technical Properties
- Material: 6063-T5 anodised aluminium
- Profile: Z-section or asymmetric T-section
- Front leg: 50–75 mm — extends behind adjacent panel
Limitations
- Open-joint system relies entirely on Z-flashing continuity — any gap fails the system
- Wind pressure drives water further into joint in extreme events — cavity depth critical
- Not suitable where airtightness is required across the cladding plane
PROCUREMENT SOURCES
Confirm suitability with the current manufacturer TDS before specifying or applying.
System Comparison
Side-by-side comparison of expressed and vertical joint flashing systems. Confirm all product selections against the current manufacturer TDS before specifying.
| Product system | Brand | Profile | Visible | Movement | Coastal | Sealant needed | Primary use |
|---|---|---|---|---|---|---|---|
| Alum H-Section Expressed Joint | Capral / Ullrich | H-section extrusion | Yes — design feature | None | Yes | Optional in back channel | Expressed architectural shadow line at panel joints |
| Z-Flashing Vertical Joint | Capral / Ullrich | Z-section | No — concealed | None | Yes | Optional | Concealed backup — sealed or open joint systems |
| SS316 Movement Joint Flashing | Metroll / Sika | Custom factory profile | Yes | ±25 mm minimum | Yes | Yes — movement grade | Structural expansion joint — engineer defined |
| Open-Joint Z-Flashing | Capral / Moeding | Z-section or T-section | No — concealed | None | Yes | No — open joint | Open-joint terracotta / ceramic / sintered stone |
Do not confuse expressed / vertical joint flashings with:
- Joint sealant only — sealant without a backing metal flashing element does not protect the cavity behind the joint; expressed joint flashings are required where the joint design does not rely on a sealant as the primary weather barrier
- Standard H-section aluminium extrusion used as a movement joint — standard H-section has no movement accommodation capacity; movement joints require a purpose-designed flashing with a flexible insert or compressible seal to accommodate thermal expansion and building movement
- Butt joint without any flashing behind — leaving a gap between panels without a backing flashing or weather seal allows direct water ingress into the wall construction; all open expressed joints must have a backing Z-flashing or rain-screen cover flashing
- PVC H-section expressed joint — PVC extrusion may be used in internal applications; for external facade use on NCC Type A or Type B buildings, combustible PVC joint sections are not compliant — use aluminium or SS 316 expressed joint flashings
Disclaimer
Information is general only. Expressed joint flashing profiles, lap dimensions, and fixing methods must be confirmed by a facade engineer against the specific cladding system design and panel movement requirements. Do not rely on this reference as a substitute for professional engineering advice.