Chapter X

Specialty Glazing and Applications

Red Seal Practice study guide with diagrams.

Specialized Glazing and Applications

Introduction to the Chapter

Specialized glazing encompasses all glass products and installation techniques that go beyond standard residential glazing. For the Red Seal exam, you must master not only the physical properties of these glasses, but also the regulatory requirements, structural calculation methods, and installation procedures specific to each application. This chapter covers safety glass, laminated and tempered glass, insulating glazing units, structural glazing, curtain walls, specialty glass (thermochromic, electrochromic, photovoltaic), and special applications such as guardrails and glass roofs.

Safety Glass: Tempered and Laminated

Tempered Glass (Thermal Tempering)

Tempered glass is produced through a thermal treatment that brings the glass to a temperature of approximately 620 °C to 650 °C, followed by rapid, controlled air cooling. This process creates surface compression and internal tension within the glass. The flexural strength of tempered glass is 4 to 5 times greater than that of annealed glass of the same thickness.

Typical mechanical properties:

PropertyAnnealed GlassTempered Glass
Flexural strength (MPa)40120 to 160
Thermal shock resistance (ΔT °C)40200
Breakage patternLarge sharp shardsSmall granules
Post-treatment fabricationPossibleImpossible

Key points for the exam:

Tempered glass can never be cut, drilled, or fabricated after tempering. Any modification must be done before treatment.
Tempered glass breakage produces granular fragments of approximately 1 cm², compliant with CAN/CGSB-12.1.
Tempered glass is mandatory in doors, low windows (less than 900 mm from the floor), showers, guardrails, and safety partitions.
Heat-strengthened glass is an intermediate treatment: strength approximately 2 times greater than annealed, breaks into large shards. It is not considered safety glass.

Laminated Glass

Laminated glass consists of two or more glass plies bonded together with a polyvinyl butyral (PVB) interlayer or resin. The interlayer holds fragments in place upon breakage, preventing the projection of debris.

Common interlayer thicknesses:

ApplicationPVB Thickness (mm)
Standard glazing0.38
Reinforced safety0.76
Break-in resistant1.52 to 3.04
Ballistic6.00 and above

Regulatory requirements: Safety laminated glass must meet the requirements of CAN/CGSB-12.10 for impact resistance. The sandbag drop test (45 kg bag dropped from a height of 1.2 m) is the reference method.

Advantages of laminated glass:

Fragments held in place after breakage
Reduced UV transmission (up to 99% with PVB)
Superior acoustic attenuation (ΔR of 3 to 5 dB compared to monolithic glass)
Resistance to break-ins and projectiles

Tempered-Laminated Combination

Tempered-laminated glazing combines both treatments: tempered glass plies bonded with a PVB interlayer. This configuration offers maximum mechanical strength and fragment retention. It is used for guardrails, skylights, glass floors, and ballistic applications.

Insulating Glazing Units (Double and Triple)

Construction and Principles

An insulating glazing unit (IGU) consists of two or three glass lites separated by spacers creating an air or gas cavity. The assembly is hermetically sealed to prevent moisture penetration and internal condensation.

Main components:

Glass lites (annealed, tempered, laminated, low-emissivity)
Spacer (aluminum, stainless steel, reinforced plastic, structural foam)
Desiccant (molecular sieve or silica gel) within the spacer
Primary sealant (butyl) and secondary sealant (polysulfide, polyurethane, silicone)
Fill gas (argon, krypton, xenon) or dry air

Thermal Performance

The performance of an insulating glazing unit is expressed by the thermal transmittance coefficient U (W/m²·K). The lower the U-value, the better the insulation.

ConfigurationU-Value (W/m²·K)
Single glazing 6 mm5.8
Double 6/12/6 (air)2.8
Double 6/12/6 (argon)2.5
Double with low-emissivity glass (argon)1.4
Triple 4/12/4/12/4 (argon, 2 low-emissivity coatings)0.8

Solar Heat Gain Coefficient (SHGC): the proportion of solar energy transmitted to the interior. A low SHGC (0.30 or less) is sought for hot climates; a high SHGC (0.60 and above) for cold climates.

Note: The SHGC is the American equivalent of the solar factor (g). For the exam, remember the relationship: SHGC = g × 0.87 (approximation).

National Building Code Requirements

The National Building Code of Canada (NBC 2020) imposes maximum U-values for windows and doors according to climatic zones:

Climate ZoneMaximum U-Value (W/m²·K)
Zone 42.8
Zone 52.4
Zone 62.0
Zone 71.8
Zone 81.6

Rule 9.7.3.1 of the NBC: windows must comply with thermal performance and condensation requirements. The condensation resistance factor (I) must be verified for each project.

Installation Procedures

45.Dimension verification: measure the opening with a minimum clearance of 3 mm per side for the insulating glazing unit.
46.Shimming: use elastomeric or hard plastic setting blocks, never wood. Position setting blocks at quarter points of the width for sills.
47.Sealing: apply sealant or gaskets around the entire perimeter. The joint depth must be at least half the glazing thickness.
48.Drainage: provide weep holes in the frame to evacuate condensation water or infiltrations.
49.Protection: never expose insulating glazing units to temperatures above 60 °C during storage (risk of sealant degradation).

Detecting Failures

Signs of insulating glazing unit failure include:

Internal condensation (fogging between lites)
Whitish deposit (desiccant efflorescence)
Cracking of sealants
Discoloration of the spacer (oxidation)

The typical lifespan of an insulating glazing unit is 15 to 25 years. Standard warranties cover sealant failure for 10 to 20 years.

Structural Glazing and Curtain Walls

Definitions

Structural glazing is a technique where glass is bonded to the frame or supporting structure using structural silicone. There is no mechanical pressure applied to the glass.

A curtain wall is a non-load-bearing exterior envelope that supports its own weight and wind loads, but does not support any building loads. It is attached to the main structure with anchors.

Types of Curtain Walls

TypeDescriptionAdvantages
Stick systemOn-site assembly piece by pieceFlexibility, reduced cost
Unitized panel systemPanels assembled in the factoryRapid installation, controlled quality
Cell systemComplete modules with glazingVery rapid installation
Spider/point-fixed systemGlass attached with stainless steel fittingsMaximum transparency

Structural Silicone

Structural silicone is an elastomeric adhesive based on silicone that provides the bond between glass and frame. Its characteristics:

Modulus of elasticity: low (flexible)
Tensile strength: 0.5 to 1.0 MPa
Elongation at break: 100 to 400%
UV resistance: excellent
Service life: 20 to 30 years

Application requirements:

Minimum joint width: 6 mm
Minimum joint thickness: 6 mm
Width-to-thickness ratio: between 2:1 and 3:1
Application temperature: between 5 °C and 40 °C
Relative humidity: below 80%

Adhesion test (peel test): performed on a site sample, the test involves pulling the silicone at 90° and verifying cohesive failure (within the silicone mass) rather than adhesive failure (at the interface).

Wind Load Calculations

Wind pressure on glazing is calculated using the formula:

p = q × Cg × Cp

Where:

p = design pressure (Pa)
q = dynamic wind pressure (Pa)
Cg = gust factor (typically 2.0 to 2.5)
Cp = external pressure coefficient (depends on geometry)

Dynamic pressure is given by:

q = 0.5 × ρ × V²

Where:

ρ = air density (1.225 kg/m³)
V = reference wind speed (m/s)

Example: For a wind speed of 40 m/s:

q = 0.5 × 1.225 × 40² = 0.5 × 1.225 × 1600 = 980 Pa

With Cg = 2.2 and Cp = 1.2:

p = 980 × 2.2 × 1.2 = 2587 Pa

Glass Thickness Based on Load

The flexural resistance of glass is calculated using the simplified formula:

σ = (3 × p × L²) / (4 × t²)

Where:

σ = flexural stress (MPa)
p = uniform pressure (MPa)
L = smallest panel dimension (mm)
t = glass thickness (mm)

The allowable stress for annealed glass is 16 MPa (safety factor included). For tempered glass, it is 50 MPa.

Example: Panel of 1200 mm × 1500 mm subjected to a pressure of 2.6 kPa (0.0026 MPa):

σ = (3 × 0.0026 × 1200²) / (4 × t²) = (3 × 0.0026 × 1,440,000) / (4 × t²) = 11,232 / (4 × t²)

For σ = 16 MPa: t² = 11,232 / 64 = 175.5 → t = 13.2 mm → choose 15 mm glass (or 12 mm tempered).

Specialty and Smart Glass

Low-Emissivity Glass (Low-E)

Low-E glass has a microscopic coating (metal oxide) that reflects infrared radiation while allowing visible light to pass through.

Types of coatings:

TypePositionCharacteristics
Pyrolytic (hard)Exterior surfaceDurable, can be tempered
Magnetron (soft)Interior surfaceHigh performance, must be protected

Coating position in a double glazing unit: The Low-E coating is placed on the interior face of the exterior lite (surface 2) for cold climates, or on the interior face of the interior lite (surface 3) for hot climates. Surfaces are numbered from exterior to interior.

Electrochromic Glass

Electrochromic glass changes its tint upon application of an electrical voltage. It consists of several layers:

Exterior glass
Transparent electrode (ITO)
Electrochromic layer (tungsten oxide)
Electrolyte
Ion storage layer
Transparent electrode (ITO)
Interior glass

Characteristics:

Supply voltage: 1 to 3 V DC
Luminous transmittance variation: 5% to 60%
Switching time: 5 to 20 minutes
Service life: 30,000 cycles or more

Installation requirements: Wiring must comply with the Canadian Electrical Code, Part I (CE Code) (Rule 8-200 for conductors). Connections must be accessible for maintenance.

Thermochromic Glass

Thermochromic glass changes tint based on temperature. It contains a thermochromic gel or film that becomes opaque when the temperature exceeds a threshold (typically 30 °C to 35 °C). No electrical supply is required.

Photovoltaic Glass

Photovoltaic glass integrates solar cells (amorphous silicon, CdTe, CIGS) between two glass lites. It generates electricity while allowing part of the light to pass through.

Typical characteristics:

Efficiency: 5% to 15%
Luminous transmittance: 10% to 40%
Power output: 50 to 150 W/m²
Operating temperature: -40 °C to +85 °C

Electrical requirements: Building-integrated photovoltaic systems must comply with the Canadian Electrical Code, Part I (CE Code), Section 50 (Rule 50-000 and following).

Safety Glass for Guardrails

Glass guardrails must meet the requirements of NBC 2020, Article 3.3.1.18:

Minimum height: 1070 mm above finished floor
Resistance to horizontal load: 0.5 kN/m applied at the top
Safety glass mandatory (tempered or laminated)
If laminated glass is used, the interlayer must have a minimum thickness of 0.76 mm
The glazing must withstand human body impact (sandbag drop test)

Maximum deflection calculation: The deflection of glazing under load must not exceed 25 mm or L/100 (whichever is smaller), where L is the span.

Glass Roofs and Skylights

Structural Requirements

Glass roofs must support:

Snow load (according to climate zone, from 1.0 to 4.0 kPa)
Wind load (positive and negative pressure)
Maintenance load (1.0 kPa minimum)
Ice load (accumulation)

Minimum slope: The slope of a glass roof must be at least 10° to ensure water runoff and prevent debris accumulation.

Safety Glass for Roofs

Glass used in glass roofs must be:

Laminated (minimum 0.76 mm interlayer) OR
Tempered-laminated for large spans
Tempered glass alone is not accepted for accessible roofs

Fall protection: If the roof is accessible, a guardrail or fall protection system is required (NBC, Article 3.3.1.18).

Water Drainage

The drainage system must be designed for a 100-year rainfall event (intensity according to region). Gutters and downspouts must have sufficient capacity. The minimum 10° slope ensures rapid runoff.

Special Applications

Shower Glazing

Shower glazing must be tempered glass with a minimum thickness of 6 mm (NBC, Article 9.7.2.1). Shower doors must swing outward to allow evacuation in case of emergency.

Glass Floors

Glass floors use tempered-laminated glass with a minimum interlayer of 1.52 mm. The design load is 4.8 kPa (occupancy load) plus impact load. The glass must be slip-resistant (surface treatment or film).

Security Partitions

Security partitions (protective glazing) use laminated glass with reinforced interlayers. Classification is based on CAN/CGSB-12.11:

ClassResistance
Class AWithstands 3 axe impacts
Class BWithstands 1 axe impact
Class CWithstands 3 sledgehammer impacts

Aquariums and Display Cases

Public aquariums use acrylic glass (polymethyl methacrylate) or thick laminated glass. The thickness is calculated based on hydrostatic pressure:

p = ρ × g × h

Where:

ρ = water density (1000 kg/m³)
g = gravitational acceleration (9.81 m/s²)
h = water depth (m)

Example: For a depth of 2 m:

p = 1000 × 9.81 × 2 = 19,620 Pa = 19.6 kPa

Applicable Standards and Codes

Reference Canadian Standards

StandardSubject
CAN/CGSB-12.1Tempered safety glass
CAN/CGSB-12.10Laminated safety glass
CAN/CGSB-12.11Safety glass for protection
CAN/CGSB-12.20Insulating glazing units
CAN/CGSB-12.3Architectural glass
NBC 2020National Building Code
Canadian Electrical Code, Part IElectrical installations

NBC Requirements for Safety Glazing

Article 9.7.2.1 of the NBC requires safety glass in the following locations:

Doors and windows where glazing is less than 900 mm from the floor
Sliding and hinged doors
Showers and bathtubs
Partitions and dividers
Guardrails and balustrades
Stairs and landings

Exception: Annealed glass is permitted if the glazing is protected by a barrier (guardrail, handrail) or if the glazed area is less than 0.5 m².

Common Pitfalls to Avoid

191.Confusing tempered glass and heat-strengthened glass: only tempered glass (full tempering) is considered safety glass. Heat-strengthened glass breaks into large shards and is not compliant for safety applications.
192.Fabricating tempered glass after treatment: any cutting, drilling, or grinding after tempering causes immediate breakage. Plan all fabrication before treatment.
193.Forgetting surface numbering: surfaces are numbered from exterior to interior (surface 1 = exterior, surface 4 = interior for a double glazing unit). The position of the Low-E coating is critical for performance.
194.Neglecting deflection calculations: the maximum allowable deflection is often exceeded in large panels. Always verify deflection in addition to stress.
195.Using wood setting blocks: setting blocks must be made of non-absorbent material (elastomer, hard plastic). Wood absorbs moisture and causes localized stresses.
196.Ignoring thermal expansion: glass expands by approximately 9 × 10⁻⁶ m/m·°C. For a 2 m panel with a ΔT of 50 °C, the expansion is 0.9 mm. Glazing clearances must account for this expansion.
197.Confusing U-values and R-values: the U-value is in W/m²·K (lower = better insulated). The R-value is in m²·K/W (higher = better insulated). The relationship is R = 1/U.
198.Forgetting drainage requirements: glazing frames must have weep holes to prevent water accumulation and corrosion.
199.Not verifying material compatibility: structural silicone is not compatible with all sealants. Verify compatibility before application.
200.Underestimating local wind loads: coastal areas and elevated heights have higher wind pressures. Consult the NBC for dynamic pressure values.

Summary

Tempered glass offers 4 to 5 times greater strength than annealed and breaks into granules. It cannot be fabricated after tempering.
Laminated glass holds fragments in place thanks to the PVB interlayer. It is mandatory for roofs and guardrails.
Insulating glazing units combine multiple lites with a gas cavity to reduce thermal transmission. U-values range from 0.8 to 2.8 W/m²·K depending on configuration.
Structural glazing uses structural silicone to bond glass to the frame. Joints must have minimum width and thickness of 6 mm.
Curtain walls are non-load-bearing envelopes that support their own weight and wind loads. They are classified into four types: stick, unitized, cell, and spider.
Smart glass (electrochromic, thermochromic, photovoltaic) offers dynamic functionalities but requires specific electrical considerations.
Glass guardrails must have a minimum height of 1070 mm and resist a horizontal load of 0.5 kN/m.
Glass roofs require a minimum slope of 10° and laminated or tempered-laminated glass.
NBC 2020 requires safety glass in impact-prone areas (doors, low windows, showers, guardrails).
CAN/CGSB standards define manufacturing and performance requirements for each type of glass.

Final exam tip: Memorize the key numerical values (minimum thicknesses, heights, loads, temperatures) and the formulas for stress and deflection calculations. Red Seal exam questions often focus on practical applications of these values. Practice solving glass thickness calculation problems and insulating glazing unit sizing problems.

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