Skip to main content
ARCHITHECA.
Compliance NavigatorBetaTime MachineBetaSpecification CheckerBetaBlueprintComing soonState ExamBeta
MaterialsBuilding systems
RegulationsConstruction processesLexiconThe network
Journal
ARCHITHECA.
TOOLS
BlueprintCompliance NavigatorTime MachineSpecification CheckerState Exam
MATTER
MaterialsBuilding systems
KNOWLEDGE
RegulationsConstruction processesLexiconThe networkJournal

Newsletter

The journal, now and then.

New pieces, materials and notes from the field. No spam, unsubscribe anytime.

By subscribing you accept the Privacy Policy.

ARCHITHECA.

Material library and journal of architecture, building technique and design culture.

Explore

HomeJournalBlueprintMaterialsBuilding systemsSearch

Knowledge

RegulationsConstruction processesLexiconThe networkGeneral indexState Exam

Info

Method & AboutPropose a themePrivacy & LegalContact

© 2026 Architheca — All rights reserved

Independent editorial project
← All processes
PRC.10 · Construction Process

Stick-Built Curtain Wall

A curtain wall does not sit on the building: it hangs from it. Everything it does rests on two invisible ideas — one load-bearing bracket per mullion, and a joint that drains instead of sealing.

Mullion centres
1.20–1.50 m
Envelope weight
45–70 kg/m²
Watertightness principle
drained, pressure-equalised joint
Erection rate
20–40 m²/day per team

Overview

TAV. 00

Vertical mullions hung from the slab edges, horizontal transoms forming the grid, glass units and panels inserted from outside and clamped by pressure plates: this is the stick system, assembled piece by piece at height. It costs less than a unitised facade and bends to irregular geometry, but it shifts all the quality onto workmanship, because every joint is made on site. The least intuitive part is watertightness: it is not achieved by sealing the outside, but by letting a little water into a chamber held at the same pressure as the wind, where it has no reason to travel further, and draining it out by gravity. The glass, for its part, never touches metal: it floats on setting blocks inside its rebate, and the perimeter clearance is its only defence against thermal movement and structural settlement.

The site score

TAV. H
The beats — with site daysbeat 1 of 5
24–48 hourssealant cure before the water test: hosing fresh silicone tests nothing

click a beat · arrow keys ← → walk the site · dashed pauses are the chemistry at work

NOT TO SCALE1 of 5 layers in placeVertical mullions on brackets

The detail of the craftthe load-bearing bracket and the restraint bracket

SLABBEARINGcarries loadRETAINERslot, slidesMULLION
01Days 1–3

The brackets and the mullions

Fixing the adjustable brackets to the slab edge and erecting the vertical mullions, with an expansion joint at every floor.

Why it is done this wayEach mullion must be held by one load-bearing bracket only: that one carries the weight. The others are restraint brackets, with slots that let the profile slide. Aluminium grows about 0.024 mm per metre per degree: on a twelve-metre mullion, between a winter night and a July afternoon, that is nearly two centimetres of travel. Block it and the travel becomes a thrust that bows the profile or tears out the anchors. The sleeve joint between one mullion and the next exists precisely for this: it is not sloppy assembly, it is the facade's thermal hinge.
1,20–1,50 m · mullion centres± 25 mm · bracket adjustment range0,024 mm/m°C · aluminium expansion
In handtotal station or laser leveltorque wrenchhammer drill with dust extraction
erection stopped above the wind threshold in the safety plan
The mistake that costs dearlyTwo load-bearing brackets on the same mullion, or a restraint slot bolted tight: the profile cannot expand and by late summer it bows visibly, with the glass starting to whistle.
Site supervision checkOne load-bearing bracket per mullion; anchor type, embedment and torque as designed; restraint slots free to move; plumb and alignment on a laser line; edge distance from the slab respected.
The mullion has to breathe: one bracket holds it, the others just guide it. Lock them all and July will tell you.site notebook — editorial synthesis

The counter-intuitive principle

Why a facade drains instead of sealing

TAV. G1

Instinct says: seal everything. Physics says the opposite. Water enters a joint only if something drives it — capillarity, gravity and, above all, a pressure difference between outside and inside. Remove the pressure difference and you remove the drive: the drained, pressure-equalised joint does exactly that, and hands real sealing to a gasket kept out of the rain.

A · SEALED JOINTB · DRAINED PRESSURE-EQUALISED JOINTRAIN + ΔPONE CRACK SUFFICESONE BARRIER ONLY: IF IT GOES, ALL GOES1 · SLOWS THE RAIN2 · CAVITY: ΔP = 03 · AIRTIGHTNESSWATER THAT GETS IN DOES NOT RISE: IT DRAINS AWAY

Schematic. It applies to curtain walling as much as to windows and rainscreen cladding: wherever there is an exposed joint, the right strategy is almost always to drain, not to close.

The millimetre rule

How much a glass facade really moves

TAV. G2

Between a January night and a July afternoon a dark aluminium mullion can go from −5 to +70 °C. Over twelve metres that is nearly two centimetres of growth. The slab, meanwhile, deflects over time through concrete creep. The glass perimeter clearance and the mullion expansion joint exist to absorb these two independent movements: they are empty spaces, and they must be defended from anyone wanting to fill them.

SLEEVE JOINTlets the profile slideELONGATION OF A 12 m MULLION−5 °C · winter, night+70 °C · dark profile in sun≈ 22 mm travelTHE VOID IS A COMPONENT: FILL IT AND SOMETHING BREAKS ELSEWHERE

Order-of-magnitude figures, based on the expansion coefficient of aluminium (about 0.024 mm/m°C). The detailed design sets the actual clearances according to height, colour and seismic zone.

How it ages (and what betrays it)

TAV. P
MONTANTE IMBARCATOTwo load-bearing brackets or bolted-tight slots (phase 01): the aluminium cannot expand, by late summer the profile bows, the glass goes into stress and the joint whistles in the wind.
DRENAGGIO OTTURATOHoles closed by sealant or drilling swarf (phases 02 and 05): the transom chamber becomes a reservoir and water finds its way inside at the first windy downpour.
ROTTURA DA BORDOGlass without setting blocks or touching metal (phase 03): stress concentrates at the edge and the pane cracks months later, often at night, apparently without cause.
CONDENSA IN CAMERAThe insulating unit's edge seal degraded by water standing in the rebate: the gas escapes, moisture enters and the unit fogs internally, irreversibly.
FASCIA OPACA FREDDAUninsulated spandrel at the slab edge: a continuous linear thermal bridge, condensation on the ceiling void and mould that returns every winter at the same level.

Questions from the site

TAV. Q
Stick system or unitised?

It depends on how much the facade repeats. Unitised panels are built in the factory, arrive finished and go up in a day: consistent quality, a very short site programme, higher cost and no tolerance for improvisation. The stick system costs less, accepts non-repeating geometry and lets you correct at height, but its quality is the quality of the team fitting it. Below three or four storeys and with irregular facades, stick almost always wins; above ten repetitive storeys, almost never.

Why does the client see water in the glass rebate, and it is not a defect?

Because the system is designed that way. The glass rebate is not a dry space: it is the outer part of the double barrier, and a film of water running down to the drains is normal operation. The defect is water that stops, not water that passes. It is worth explaining before handover, with the detail in hand: it is one of the most common and most avoidable complaints.

Is the slab-edge thermal bridge really solved?

Largely yes, and it is the least discussed advantage of curtain walling: the package runs in front of the slab instead of being interrupted by it. What remains is the bracket, a piece of steel crossing the insulation: it is mitigated with thermal isolators under the base plate and by keeping the number of anchors to what is needed, not by removing brackets.

How long does it last, and what needs maintenance?

Anodised or powder-coated aluminium comfortably passes forty years. Two things expire sooner: the gaskets, which harden and lose elasticity in twenty to twenty-five years, and the edge seal of the insulating units, whose life depends mostly on how dry they have been kept. Real maintenance is trivial and almost always skipped: check once a year that the drains are clear.

Materials involved

TAV. M
MAT.06/29E
Architectural alloy
Extruded Aluminium
MAT.45/68I
Insulating Glass
Insulated Glass Unit (IGU)
MAT.46/69T
Passivhaus Insulating Glass
Triple Glazing Low-E
MAT.47/70S
Structural Glass
Structural Glass (VSG/SGP)
MAT.63/86T
Safety Glass
Tempered Glass

Stratigraphy

TAV. S
↑ OuterInner ↓
Aluminium cap
Closes the pressure plate and gives the drawn line
Pressure plate and gaskets
Clamps the glass and closes the pressure-equalised chamber
Insulating glass or spandrel panel
The real infill: insulating glass or insulated spandrel
Aluminium transoms
Carry the glass weight and act as the gutter
Vertical mullions on brackets
The frame hung from the slab edge

Advantages

TAV. V
  • Load goes only to the slab edge: nothing rests on the walls
  • The package runs past the slab, which stops being a continuous thermal bridge
  • Irregular geometry and non-repeating levels with no moulds or prefabrication
  • Part-by-part maintenance: one glass unit is replaced by removing its own pressure plate
  • For the same area it is the cheapest glazed facade compared to unitised systems