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Atrium Skylight & Canopy — Jumbo Laminated Glass

A glazed atrium skylight and entrance canopy where post-breakage retention was non-negotiable: jumbo laminated panels up to 3300×20000mm, PVB and SGP interlayers, heat-soak tested and anti-slip fritted for safe overhead use.

☀️ Overhead & Sloped

🛡️ 12.76 / 17.52 PVB-SGP

🔥 HST 554°F × 4hrs

📏 Laminated 3300 × 20000mm


Project Overview


Project

Atrium skylight + entrance canopy, mixed-use civic building


Location

Copenhagen, Denmark (cold climate, snow load)


Glazing type

Overhead sloped skylight + horizontal canopy


Scope

~3,400 m² overhead glazing, largest panel ~25 m²

With people walking beneath the canopy and gathering under the atrium, this was life-safety glazing. The glass had to retain integrity after any conceivable breakage, shed water reliably, and be supplied in jumbo panels to keep the ceiling grid clean.


The Challenge

Overhead glass that stays safe after breakage


1 · Post-breakage retention

Non-negotiable for overhead use — monolithic tempered alone was ruled out.


2 · Large single panels

Spans up to ~3m across a sloped support grid, demanding jumbo laminated supply.


3 · Slip & drainage

Canopy top surface needed anti-slip rating plus reliable rainwater run-off.


4 · Thermal stress

Dark frit + cold climate raised thermal-gradient concerns on the outer lite.


Glass Build-Up

PVB vs SGP — choosing the interlayer

ConstructionMake-upUsed inWhy
12.76 PVB6 + 1.52PVB + 6Standard sloped zonesCost-effective post-breakage retention
17.52 PVB8 + 1.52PVB + 8Higher-load spansStiffer, better deflection control
13.52 SGP6 + 0.89SGP + 6Walk-adjacent / criticalSuperior stiffness & residual strength

Outer lite

Tempered, ceramic frit anti-slip pattern where required


Interlayer

PVB 1.52mm standard, SGP for critical zones


Inner lite

Tempered, clear

Thickness and interlayer are selected against design loads per ASTM E1300 / EN 1991. The values above are a starting point, not a substitute for structural engineering.


Fabrication & Processing

Cut & edgeworkTemper (Grenzebach)Heat soak test 554°F×4hrsFrit print (canopy top)Laminate (PVB/SGP)AutoclaveCrate & ship

Why heat soak testing is non-negotiable for overhead glass

A spontaneous break in a 3000×8000mm overhead panel is disproportionately costly — one failure can halt an entire space below. Heat soaking at 554°F (290°C) for 4 hours accelerates nickel sulphide inclusion breakage in the factory, reducing field breakage risk to below 0.01%. Jumbo Glass Group's batch breakage rate is ≤0.08%, with SGS batch reports and a 20-year breakage insurance cover.

Rule: all cutting, edgework, drilling and frit printing must be completed before tempering and lamination. A laminated panel cannot be re-cut after autoclaving.


Slope, Drainage & Anti-Slip

FeatureSpecificationPurpose
Minimum slope5° (canopy), steeper for skylight per codePrevent ponding & snow load
Anti-slipCeramic frit pattern on top surfaceSlip resistance rating
Edge drainagePerimeter gutter / gasket systemControlled run-off
SealantStructural silicone compatibleWeather seal

Slopes and frit coverage were confirmed against local building code and the project's slip-resistance class before production.


Compliance & Quality

StandardScope
EN 14449Laminated safety glass
EN 12150Toughened glass (each lite)
EN 14179Heat-soaked thermally toughened glass
BS 6262-4Glazing for buildings — safety
ASTM C1172 / E1300Laminated glass & load resistance (NA projects)

Full EN 14449 / EN 12150 traceability, SGS batch reports and HST certification accompanied each crate.


Outcome


Safe overhead glazing

Laminated construction accepted by building control for all overhead zones.


Clean ceiling grid

Jumbo panels minimised joints and support points across the atrium.


No ponding

Frit + slope + drainage system cleared snowmelt without issues.

Outcome figures reflect this project's documented delivery; your project's load, span and drainage design must be engineered separately.


Why Jumbo Laminated for Overhead

Overhead glazing lives or dies by two things: retention after breakage and panel count. Lamination handles the first; jumbo format handles the second — fewer panels mean fewer seals, fewer support points and a cleaner ceiling. The two together are why large atriums and canopies are almost always specified as jumbo laminated.

Size note: this project used monolithic laminated panels (3300×20000mm). A sealed IGU is limited to 3300×12000mm by handling and edge-seal integrity — but a laminated lite is only constrained by glass making and handling, so it reaches the full jumbo envelope.


Jumbo Glass Group Capability


Max laminated panel

3300 × 20000mm (11 × 65.6ft)


Interlayers

PVB 0.38–2.28mm · SGP


Thickness

6.76–38mm+ laminated


Processing

Bystronic ±0.01″ · Grenzebach ±9℉ · HST 554°F×4hrs

Enterprise capability figures (max 3300×20000mm, ≤0.08% breakage) describe the production envelope, not this specific project's panels.


Specification Decision Flow

Span & support gridDesign loads (wind/snow/self-wt)Deflection limit (L/60 etc.)Interlayer (PVB / SGP)Thickness (12.76 / 17.52 / 13.52+)Frit / anti-slip?HST requiredLock dims & RFQ


Standards Checklist


EU / UK

EN 14449 · EN 12150 · EN 14179 · BS 6262-4


North America

ASTM C1172 · ASTM E1300 · ANSI Z97.1


Australia / NZ

AS/NZS 2208


Frequently Asked Questions

Why was laminated glass mandatory for this skylight?

Because it is overhead glazing: in the event of breakage the PVB or SGP interlayer holds the glass in place, preventing falling shards. This is a code and life-safety requirement, not an optional upgrade.

What interlayer was used — PVB or SGP?

Standard sloped zones used 12.76mm (6+1.52PVB+6). Higher-load and walk-adjacent zones stepped up to 17.52mm (8+1.52PVB+8) or SGP-reinforced 13.52mm for superior post-breakage retention and stiffness.

How large were the jumbo laminated panels?

The largest monolithic laminated panel measured 3300 × 20000mm. Unlike a sealed IGU — limited to 3300×12000mm by handling and edge-seal integrity — a laminated lite is only constrained by glass making and handling, so it reaches the full 3300×20000mm jumbo envelope.

Why was heat-soak testing necessary?

A spontaneous break in a large overhead panel is disproportionately costly to remediate. Heat-soak testing at 554°F (290°C) for 4 hours precipitates nickel sulphide inclusions in the factory, reducing field breakage risk to below 0.01%.

How was slip resistance handled on the canopy?

A ceramic frit pattern was silk-screened onto the top surface to provide the required anti-slip rating, combined with a minimum 5° drainage slope to prevent ponding.

Can I get a similar overhead glazing specification?

Yes. Provide span/deflection limit, slope, design loads (wind/snow/self-weight), interlayer preference, frit/anti-slip requirement, panel dimensions and target standard. We return feasibility, load calculation and FOB quote within 48 hours.


Request a Matching Specification


What we need

① Project location & climate · ② Span & support grid · ③ Design loads · ④ Deflection limit · ⑤ Interlayer (PVB/SGP) · ⑥ Thickness · ⑦ Slope · ⑧ Anti-slip/frit · ⑨ HST · ⑩ Standard · ⑪ Drawings · ⑫ Incoterm & port


What you receive

Feasibility review + load/deflection calculation + BIM support + FOB quote within 48 hours.

📧 tomron1688@gmail.com | 🌐 Upload drawings at jumbotemperedglass.com


Specifying overhead or sloped glazing?

Send your span, loads and slope — get a jumbo laminated specification with HST and anti-slip detailing within 48 hours.Request Specification Back to Projects


Continue Reading


Jumbo Laminated Glass

PVB and SGP oversized safety glass for overhead and fall-safe applications.

Explore the product →


Glass Canopy Selection Guide

Loads, anti-slip, HST and jumbo sizing for canopy glazing.

Read the guide →


Glass Skylight Selection Guide

Sloped overhead glazing selection and thermal performance.

Read the guide →


← All Projects · Selection Guides · Jumbo Glass · Applications

Jumbo Glass Group · jumbotemperedglass.com · tomron1688@gmail.com



AS/NZS 2208

AS/NZS 2208

AS/NZS 2208

AS/NZS 2208

 EN 1063:2000

EN 1063:2000

 EN 1063:2000

EN 1063:2000

 EN 1063:2000

EN 1063:2000

EN 12150-2:2004

EN 12150-2:2004

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