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Curtain wall details

A guide to reviewing curtain wall systems on construction documents.

Curtain walls are non-structural exterior cladding systems that hang from the building structure like a "curtain." They resist wind loads and transfer their self-weight to the structure at each floor through anchors, but they do not carry any building loads. As one of the most complex and expensive building envelope systems, curtain wall detailing requires careful coordination across multiple disciplines.

Stick vs. unitized systems

Stick-Built System

Mullions and glass are assembled piece-by-piece on site. Vertical and horizontal mullions are attached to the structure, then glass and panels are installed into the frame.

Best for: Low-rise buildings (1 to 6 stories), complex geometries, small projects

  • Lower upfront cost
  • More flexible for irregular layouts
  • Field-assembled joints, quality depends on installer skill
  • Slower installation, weather-dependent
  • More field sealant joints

Unitized System

Pre-assembled panels (typically one floor high, one module wide) are fabricated in a controlled factory environment and installed as complete units on site.

Best for: High-rise buildings (6+ stories), repetitive facades, fast-track schedules

  • Factory quality control, better waterproofing
  • Fast installation, crane-set one unit at a time
  • Built-in movement accommodation at interlocking joints
  • Higher fabrication cost, longer lead time
  • Requires early design freeze, changes are expensive

Key detail locations to review

A complete curtain wall drawing package should include details at each of these critical locations. Missing details are a red flag, they often indicate unresolved coordination issues.

Head (Top of Vision Glass)
  • Anchor connection to structure above
  • Thermal break continuity
  • Head receptor channel and gaskets
  • Perimeter sealant and backer rod
  • Spandrel panel attachment above
  • Firesafing at slab edge
Sill (Bottom of Vision Glass)
  • Sill flashing and weep system
  • Setting blocks for glass support
  • Interior finish transition
  • Condensation gutter or weep slots
  • Pressure equalization chamber
  • Integration with interior sill/millwork
Jamb (Sides of Glass)
  • Mullion gasket and glazing pocket depth
  • Structural silicone vs. captured glazing
  • Thermal break alignment
  • Adjacent wall transition and sealant joint
  • Perimeter fire safing at columns
  • Blind mullion at corners
Stack Joint (Floor Line)
  • Vertical movement accommodation (live load deflection)
  • Split mullion with sliding gasket or cover
  • Firesafing and smoke seal at slab edge
  • Structural anchor at each floor
  • Thermal break continuity across joint
  • Interior head/sill finish at each floor
Corner Condition
  • Corner mullion structural capacity
  • Glass-to-glass butt joint vs. corner post
  • Thermal performance at corner (thermal bridging risk)
  • Sealant compatibility at glass-to-glass joint
  • Corner anchor and structural backup
  • Interior corner finish trim
Parapet/Roof Termination
  • Top-of-wall cap flashing and counterflashing
  • Air barrier and vapor retarder termination
  • Metal coping attachment and expansion joints
  • Transition from curtain wall to roofing membrane
  • Lightning protection bonding
  • Maintenance access provisions

Thermal performance considerations

Thermal Break

Modern curtain wall systems include a polyamide (nylon) or polyurethane thermal break that separates the interior and exterior aluminum surfaces. Without this, the highly conductive aluminum frame becomes a major thermal bridge, causing condensation and energy loss.

U-Value Requirements

Energy codes (ASHRAE 90.1, IECC) set maximum U-values for the overall fenestration assembly. Typical requirement: 0.36 to 0.42 BTU/hr·ft²·°F for commercial buildings in Climate Zones 4 to 6.

Condensation Resistance

CRF (Condensation Resistance Factor) must be specified for cold climates. Target CRF of 60+ for most commercial applications. AAMA 1503 testing standard.

Spandrel Insulation

Non-vision areas (spandrel panels) require back-pan insulation to meet code U-values. Verify insulation R-value and vapor barrier location relative to dewpoint.

Multi-discipline coordination issues

Curtain wall installation touches nearly every trade. Identifying MEP-structural clashes early is critical, and proper firestopping at slab edges is one of the most commonly missed items.

Structural

Slab edge embeds must be cast before curtain wall installation. Verify embed locations, edge-of-slab tolerance (±1"), and deflection criteria (L/360 typical, L/240 for some systems).

Mechanical

Perimeter heating/cooling units (fan coils, radiant panels) must clear mullion anchors and firesafing. Verify clearance between slab edge and interior face of curtain wall.

Fire Protection

Perimeter firesafing (safing insulation + smoke seal) is required at every floor slab. Sprinkler heads near curtain wall must maintain required clearance from spandrel glass.

Electrical

Automated shade pockets, motorized vents, and facade lighting require power and control wiring routed to the curtain wall. Verify conduit locations in slab edge.

Interior Design

Interior sill heights, column covers, and ceiling-to-mullion transitions must be coordinated. Drywall returns to mullions need backing and thermal considerations.

Waterproofing

Below-grade curtain wall transitions to waterproofing membrane. The air/water barrier must be continuous from below-grade wall through curtain wall perimeter sealant.

Sources

AAMA CW-DG-1, Aluminum Curtain Wall Design Guide Manual

ASTM E330, Standard Test Method for Structural Performance (Uniform Static Air Pressure)

ASTM E331, Standard Test Method for Water Penetration

ASHRAE 90.1, Energy Standard for Buildings Except Low-Rise Residential

Practitioner insight

On a recent high-rise we caught two perimeter-fire-containment details that referenced the wrong UL system, the gap on the drawings was 1-1/2 inches but the cited UL system was only tested at 1 inch. That's a textbook AHJ correction notice, and we found it in the GC plan review before the architect knew. The fix at design time was a half-day of revisions. After permit submission it would have been a re-stamp and a four-week timeline hit.

Conversations with VDC engineers and curtain wall consultants reviewing high-rise commercial curtain wall shop drawings between 2024 and 2026.

Frequently Asked Questions

What is the difference between a stick-built and a unitized curtain wall?
A stick-built curtain wall is assembled piece by piece on-site, vertical mullions are installed first, then horizontals are inserted, then glass and infill panels. A unitized curtain wall arrives as factory-assembled panels (typically one floor tall and one structural bay wide) that hang on the structure and interlock with adjacent panels. Stick is cheaper on smaller projects and forgiving of field tolerances; unitized is faster to install on high-rise and tighter on quality control. The detail set looks fundamentally different between the two, most coordination issues come from a stick detail being copy-pasted into a unitized job or vice versa.
Which curtain wall details fail most often in the field?
The recurring failure points are the head detail (where the curtain wall meets the slab above), the sill detail (where it meets the slab below), the jamb (where it meets adjacent construction at corners and openings), the corner condition, and the stack joint between unitized panels. Most failures are water-management failures, drainage paths that get blocked, weeps that get sealed shut, or air barriers that don't continue across the perimeter. Thermal-bridging failures (cold spots, condensation, frost) are the second most common category.
What should a curtain wall shop drawing review verify?
(1) Glass type, thickness, and edge condition match the spec's energy and acoustic requirements. (2) Mullion sizes are structurally sized for wind loads at the building's exposure (often a gap on tall buildings where the corner load is higher than the field load). (3) Anchors and embeds are coordinated with the structural frame, embed locations on the structural drawings must match the curtain wall anchor points. (4) Thermal break and air-barrier continuity is drawn at every perimeter condition. (5) Water-management drainage is drawn through every horizontal-vertical joint, with no dead-end drainage paths.
How does curtain wall coordinate with structural and MEP design?
Structural: floor-to-floor deflection has to be small enough that the curtain wall's accommodation range (usually 3/8 inch to 1/2 inch live-load deflection at slab edges) is not exceeded. MEP: rooftop unit locations, exhaust louver penetrations, lightning-protection conductors, and fire department glass-impact requirements all penetrate the curtain wall and need pre-coordinated openings. The single most common coordination issue is the perimeter VAV box or fan-coil unit conflicting with the curtain wall mullion spacing.
What codes apply to curtain wall design?
Structural: ASCE 7 wind and seismic, AAMA structural-test protocols (AAMA 501.4 for seismic, AAMA 501.6 for inter-story drift). Air, water, and thermal: ASTM E283 (air infiltration), ASTM E331 (water penetration), NFRC 100 / NFRC 200 (U-factor and SHGC). Fire: IBC Chapter 7 (fire-resistance), NFPA 285 (combustible-component test for buildings over 40 ft), and ASTM E2307 for perimeter fire containment between floors. Local energy codes (Title 24 in California, NYC Energy Code, IECC) impose minimum thermal performance.
What is perimeter fire containment in a curtain wall assembly?
Perimeter fire containment is the assembly that fills the gap between the floor slab edge and the back of the curtain wall (the so-called 'safing slot') to maintain the floor's fire-resistance rating. It's tested under ASTM E2307. If the safing detail isn't drawn correctly, wrong mineral wool density, missing intumescent strip, gap exceeding the tested thickness, the floor's two-hour rating breaks. This is one of the most-cited findings in AHJ plan check for high-rise curtain wall projects.
MG

Manas Gandhi

Co-founder & CTO, Helonic

Manas is the co-founder and CTO of Helonic, where he leads engineering and AI research for construction drawing analysis. He works directly with structural, MEP, civil, and fire protection engineers to translate the way they review drawings into AI systems that flag the issues that actually matter in the field. Before Helonic, he built machine learning pipelines for technical document understanding and has spent the last several years interviewing licensed design engineers and discipline leads to ground product decisions in real practice rather than industry assumptions.

Areas of focus
  • AI for technical document understanding
  • Cross-discipline coordination workflows
  • Code compliance automation (IBC, NEC, NFPA, IPC, IMC, ASCE)
  • Structural and MEP drawing review systems

Last reviewed by Manas Gandhi · May 2026

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