Stick System Glazing: Curtain Walling Built Piece by Piece
Stick system glazing is a curtain wall assembled on site from individual components: vertical mullions fixed back to the structure, horizontal transoms between them, and glass or panel infill installed into the resulting grid. It is the traditional and most flexible form of curtain walling, well suited to low and medium rise and to irregular geometry.
By Dhruv Agarwal · · 2 min read
Why it matters on a project
Stick systems remain the most widely used form of curtain walling on low and medium-rise buildings, because they are flexible, need no special lifting equipment, and adapt to geometry that would make unitized panels uneconomic.
Their weakness is the same as their strength: almost everything is done on site, which makes workmanship, sequencing and weather protection central to whether the facade performs.
How it goes together
| Component | Role |
|---|---|
| Mullion | Vertical member, spans between floors, carries wind load to brackets |
| Transom | Horizontal member between mullions, forms the grid |
| Brackets | Fix mullions to the structure, transfer load, allow movement |
| Infill | Glazing units or opaque panels installed into the grid |
| Gaskets and seals | Weather line, drainage and pressure equalisation |
| Pressure plates and caps | Clamp the infill and finish the external face |
Drained and ventilated, not sealed
The most useful thing to understand about a stick facade is that it is not designed to be watertight at the outer face.
It is designed to manage water — letting the small amount that passes the outer line drain within the profiles and return outside through weep holes, while pressure equalisation reduces the force driving water inward.
This has two practical consequences. Weep holes must never be sealed, painted over or blocked with debris. And a facade showing a little water in the drainage channels is behaving as designed, not failing.
Water penetration performance is demonstrated by test, commonly to ASTM E331, with EN 13830 as the curtain walling product standard.
What is engineered, not selected
Mullion size and spacing, bracket design and fixing, glass thickness and deflection limits all derive from the design wind pressure for the specific building — from IS 875 (Part 3) using the actual site, height and terrain. Corners and upper levels see higher pressures.
None of that transfers from a previous project. It is the facade engineer's output for this building.
Common mistakes
- Blocking or sealing weep holes. It converts a drained system into a water trap.
- Treating junctions as a detail. Corners and interfaces are where facades leak.
- Site sealing in poor conditions. Sealant applied to wet or dirty surfaces does not adhere, and the failure appears in the first heavy monsoon.
- Skipping the mock-up. With site-assembled work, the mock-up is also the workmanship benchmark.
- Ignoring movement at brackets. The facade and structure move differently; restraint in the wrong place cracks glass or distorts frames.
- Transferring a previous project's design. Wind pressure is site-specific.
Standards referenced
Wind loading to IS 875 (Part 3); curtain walling product standard EN 13830; water penetration testing to ASTM E331. Mullion sizing, bracket design, glass thickness and design wind pressure must be confirmed by the project's facade engineer for the specific building.
Standards referenced
- IS 875 (Part 3) — Wind loads on buildings and structures
- EN 13830 — Curtain walling — product standard
- ASTM E331 — Water penetration of exterior windows and curtain walls