The facade is a system of interfaces

A curtain wall closes the building without carrying the floors above it. It still carries its own weight and transfers wind actions to the structure. Glazing, frames, anchors and connections form a chain: checking the glass while ignoring the attachment does not check the assembly. WBDG’s wind guidance explicitly discusses the performance of the complete glazed system. For a tall building, the useful question is how each panel’s load reaches the floor edge or other support. [1]

Keep water moving outward

Water can enter through imperfect joints under gravity, capillary action and pressure differences. A drained enclosure anticipates some water crossing its outer line of defence and provides a route back outside. WBDG’s moisture-management guidance treats drainage and flashing as essential parts of that route. This is different from assuming that every exposed seal remains perfect indefinitely. The continuity of the drainage path matters as much as the presence of a visible opening. [2]

Pressure equalisation is a compartment strategy

A pressure-equalised rainscreen moderates the pressure difference across the outer cladding by connecting compartmented cavities to outside air. An inner air-control layer remains important. WBDG explains that compartmentation limits unwanted air movement within the cavity and helps the pressure response. The practical implication is that geometry and continuity matter: an arbitrary ventilated gap is not automatically a functioning pressure-equalised system. Junctions and corners deserve the same attention as a repeated middle panel. [3]

The building moves behind the glass

Consider three independent movements: a floor edge deflects under loading, the frame changes dimension with temperature, and adjacent storeys drift relative to one another. An attachment detail must accommodate the permitted movements while retaining support and weather performance. This is a useful engineering thought experiment rather than a dimensioned project detail. If every component were locked together without allowance, movements intended to occur harmlessly could instead be forced into glazing, anchors or seals.

The interface schedule therefore needs a common reference: which movement is measured between which points, in which direction and at what construction stage? Saying that a facade “allows movement” is insufficient without that information. The same reasoning applies to tolerances. Installation adjustment and in-service movement are separate demands on the available space.

Shanghai Tower: the space between two skins

Gensler describes Shanghai Tower as stacked neighbourhoods with atria between its inner and outer enclosures. The resulting facade is also a spatial system, shaping circulation and the experience of the tower. It should not be reduced to the claim that a second layer of glass automatically saves energy. The occupied spaces, intermediate zones, solar conditions and environmental controls must be considered together. The architectural account establishes the design intent; measured operating performance is a separate question. [4]

Test the difficult junctions

A useful review follows the facade through a corner, a change in floor level, a door and a connection to another enclosure system. These are places where apparently continuous control layers may stop or change direction. WBDG’s enclosure guide emphasises the separation and continuity of environmental functions. Our reading is that a convincing mock-up should represent the interfaces that make the project difficult, rather than only a convenient repeated panel. [3]

Design for the replacement, too

Imagine replacing one damaged pane decades after completion. Can maintenance equipment reach it? Is there a safe removal route? Which seals or neighbouring components must be disturbed? These questions connect early detailing to the building’s long life. They also reveal why the facade package cannot be judged solely by the area of glass installed per day. A durable enclosure has to remain inspectable, maintainable and repairable after the cranes leave and the rooms are occupied.

Sources & references

Sources reviewed 9 September 2026. Undated guidance and product pages can change. Dated research and announcements retain their original context; technical principles do not substitute for locally adopted project standards.

  1. Whole Building Design Guide. Wind safety of the building envelope.Undated; reviewed 9 September 2026.
  2. Whole Building Design Guide. Moisture management.Undated; reviewed 9 September 2026.
  3. Whole Building Design Guide. Building enclosure design principles and strategies.Undated; reviewed 9 September 2026.
  4. Gensler. Shanghai Tower.Undated; reviewed 9 September 2026.

Continue exploring

Shanghai Tower ↗Guangzhou CTF Finance Centre ↗Plumbing a skyscraper: pressure, pumps and the journey of water ↗Structural steel in skyscrapers ↗How skyscraper elevators work ↗Below the skyline: how skyscraper foundations work ↗Why skyscrapers sway, and how engineers control it ↗Pumping concrete into the sky ↗How skyscraper cranes climb, and how they come down ↗Outriggers, belt trusses and mega-columns ↗How wind tunnels shape skyscrapers ↗How supertall towers are designed for earthquakes ↗How a supertall tower is built, floor by floor ↗Fire and life safety in a supertall tower ↗The embodied carbon of tall buildings ↗How tall is a building? Measuring the world’s tallest ↗Structural systems compared: tubes, bundled tubes, diagrids and buttressed cores ↗Sky lobbies and services: moving people, water and power up a supertall ↗The race for the sky: a brief history of the world’s tallest building ↗Robustness and progressive collapse in tall buildings ↗How a skyscraper comes down ↗All blog articles ↗