Chapter VII

Sealants, Gaskets, and Weatherproofing

Red Seal Practice study guide with diagrams.

Sealants, Joints, and Weatherproofing

Chapter Introduction

This chapter covers the full range of weatherproofing and joint sealing systems that a journeyman glazier must master for the Red Seal exam. The performance of a glazed façade depends as much on the quality of the glass as on the continuity of its weathertight envelope. You must understand failure mechanisms, material properties, and installation procedures that comply with Canadian standards.

1. Roles and Functions of Weatherproofing Systems

1.1 Primary Functions

A weatherproofing system performs four distinct functions:

FunctionDescriptionKey Requirement
**Water sealing**Prevent liquid water infiltrationTotal impermeability
**Air sealing**Control air infiltration/exfiltrationAir permeance ≤ 0.02 L/(s·m²)
**Thermal insulation**Reduce thermal bridgesThermal conductivity λ
**Load transfer**Transmit structural loadsTensile/compressive strength

1.2 Distinction: Mastic vs. Caulking vs. Sealant

In Canada, these terms are often confused, but technically:

Mastic: a paste-like, non-curing material used for rough caulking or traditional glazing (linseed oil mastic, butyl mastic). It remains permanently plastic.
Caulking: a material applied to a joint to prevent the passage of air and water, with limited movement capability (5–10%).
Sealant: a polymer-based product that cures chemically (silicone, polyurethane, polysulfide) and accommodates joint movements of 15 to 50%.

Golden rule: for structural glazing and movement joints, use a sealant; for static fill joints, a caulking may suffice.

2. Sealant Classification

2.1 Main Chemical Families

FamilyAllowable MovementService LifeUV ResistanceAdhesionRelative Cost
**Acetoxy silicone**±25%20+ yearsExcellentLow (except glass)Medium
**Neutral silicone**±25–50%20+ yearsExcellentGoodHigh
**Polyurethane**±25%10–15 yearsMediumExcellentMedium
**Polysulfide**±15–25%10–15 yearsLowGoodMedium
**Acrylic**±5–10%5–10 yearsLowGoodLow
**Butyl**±5%5 yearsLowGoodVery low

2.2 Silicones: Acetoxy vs. Neutral

Acetoxy silicone (acetic acid-based) releases a vinegar odour during curing. It is ideal for glass and ceramic, but corrodes ferrous metals, copper, and zinc. It must never be used on concrete, masonry, or alkaline substrates.

Neutral silicone (oxime- or alcohol-based) does not attack metals and is suitable for almost all substrates. For structural glazing, use exclusively a neutral silicone certified for structural application.

2.3 Selection Criteria

To choose a sealant, evaluate:

22.Joint movement: calculated according to ASTM C719 (cyclic movement test)
23.Chemical compatibility: with glass, framing profiles, and secondary seals
24.Adhesion: adhesion testing on each substrate (ASTM C794 test)
25.Cure time: surface and full cure
26.Paintability: silicones are not paintable; polyurethanes and acrylics are
27.Temperature resistance: service range of -40 °C to +90 °C for Canadian exterior applications

3. Joint Design

3.1 Calculating Joint Width

The minimum width of an expansion joint is calculated using the formula:

W = (ΔT × L × α) / (M × 100)

Where:

W = minimum joint width (mm)
ΔT = maximum temperature variation (°C)
L = length of the panel or section (mm)
α = coefficient of thermal expansion of the material (mm/mm·°C)
M = allowable sealant movement (expressed as a percentage, e.g., 25% = 0.25)

Practical example: A 1500 mm glass panel, with ΔT = 60 °C, α = 9 × 10⁻⁶ /°C (glass), and a sealant with 25% movement:

W = (60 × 1500 × 9 × 10⁻⁶) / 0.25 = 3.24 mm

The practical minimum width is 6 mm to allow proper application. If the calculation gives less than 6 mm, use 6 mm.

3.2 Width-to-Depth Ratio

The aspect ratio of the joint is critical:

Joint TypeWidth:Depth RatioMaximum Depth
Expansion joint2:112 mm
Fill joint1:16 mm
Glazing joint1:1 to 2:110 mm

Rule of thumb: the sealant depth must never exceed half the width for an expansion joint. Beyond that, the sealant cannot deform properly and is subjected to excessive stress.

3.3 Backer Rod

The backer rod (polyethylene foam) serves three functions:

47.Depth control: prevents the sealant from adhering to the bottom of the joint (3-point adhesion = failure)
48.Hourglass shape: allows tensile/compressive deformation
49.Support: holds the sealant in place during curing

Types of backer rods:

Closed-cell foam: recommended for most applications (does not absorb water)
Open-cell foam: avoid in exterior applications (absorbs water and freezes)

Backer rod diameter: must be 25% larger than the joint width for a snug fit.

4. Surface Preparation

4.1 Fundamental Requirements

Surface preparation is responsible for 80% of sealant failures. The three requirements are:

57.Cleanliness: free of dust, oil, grease, laitance, ice, frost
58.Dryness: moisture ≤ 10% on concrete, no visible water film
59.Roughness: surface sufficiently textured for mechanical anchoring

4.2 Cleaning Procedures

SubstrateMethodCleaning AgentRinse
GlassSolventIsopropyl alcoholYes
Anodized aluminumSolventAcetone or MEKYes
Stainless steelSolvent + mild abrasiveAcetone + Scotch-Brite padYes
ConcreteAbrasiveBrushing + vacuumingNo
Natural stoneMild abrasiveDry brushingNo

Double-cloth method: apply the solvent with a clean cloth, then wipe with a second clean, dry cloth before the solvent evaporates. Never rub back and forth (cross-contamination).

4.3 Primers

Primer improves adhesion on difficult substrates:

Concrete, masonry: silane/siloxane primer
Metals: solvent-based primer specific to the sealant
Glass: generally not required for silicones; required for polyurethanes

Adhesion test: after applying the primer, allow 24 hours to dry, then perform a pull-off test. Failure must be cohesive (tear within the sealant) and not adhesive (separation from the substrate).

5. Sealant Application

5.1 Application Conditions

ParameterRequirement
Air temperature+5 °C to +40 °C
Substrate temperature≥ +5 °C (above the dew point)
Relative humidity≤ 85%
Wind≤ 30 km/h (protection required beyond)
Rain/snowProhibited during application and initial cure

Dew point: the substrate temperature must be at least 3 °C above the dew point to prevent condensation.

5.2 Application Techniques

Cartridge gun:

Cut the nozzle at 45° for optimal control
Insert the backer rod at the correct depth
Apply the sealant by pushing the gun (do not pull)
Fill the joint 100% without voids

Tooling:

Perform within 5–10 minutes of application
Use a tooling spatula slightly wider than the joint
The final shape must be concave (recessed) to allow deformation
The tooled surface must be free of bubbles and depressions

5.3 Glazing Joints

For glazing, the sealant plays a structural or non-structural role:

TypeFunctionMinimum ThicknessMinimum Width
Structural glazingTransfers wind loads6 mm6 mm
Non-structural glazingSealing only3 mm4 mm
Secondary seal (IG)Sealing the insulating unit3 mm5 mm

Application rule: for structural glazing, apply the sealant on both faces (double bead) and ensure complete contact with both the glass and the frame.

6. Gaskets and Weatherproofing Profiles

6.1 Types of Gaskets

Gaskets (preformed seals) are classified by their installation method:

TypeMaterialApplicationAdvantages
**Compression gasket**EPDM, neopreneDry glazingFast installation
**Slide-in gasket**EPDMDry glazingNo special tools
**Tubular gasket**NeopreneMovement jointsExcellent flexibility
**H-gasket**EPDMGlass-to-glass jointsDouble-face sealing

6.2 Gasket Materials

MaterialService TemperatureUV ResistanceOzone ResistanceHardness (Shore A)
**EPDM**-50 °C to +130 °CExcellentExcellent60–80
**Neoprene (CR)**-40 °C to +110 °CGoodGood50–90
**Silicone**-60 °C to +200 °CExcellentExcellent40–70
**PVC**-20 °C to +60 °CLowLow60–90

Canadian recommendation: for exterior applications, use EPDM or silicone. PVC degrades rapidly under UV and becomes brittle at low temperatures.

6.3 Gasket Installation

Compression gasket:

97.Insert the gasket into the frame groove
98.Place the glass on the setting blocks
99.Compress the gasket using a roller tool
100.Verify uniform compression (no loose areas)

Slide-in gasket:

102.Lubricate the gasket with a soap solution (if recommended)
103.Slide the gasket into the groove
104.Cut at 45° at the corners (miter)
105.Use adhesive at miter joints if necessary

Compression requirement: the gasket must be compressed 15 to 25% of its original thickness. Insufficient compression causes leaks; excessive compression causes creep and loss of seal.

7. Setting Blocks

7.1 Functions of Setting Blocks

Setting blocks provide:

110.Weight support: transfer the glass weight to the frame
111.Positioning: center the glass within the opening
112.Spacing: maintain uniform clearance around the glass
113.Prevention of glass-to-metal contact: avoid stress concentrations

7.2 Types and Dimensions

TypeMaterialUseTypical Dimensions
**Support block**Neoprene, EPDM, siliconeWeight support100 mm long
**Spacer block**Neoprene, EPDMMaintaining clearance25–50 mm long
**Location block**Neoprene, EPDMLateral fixing25 mm long

Positioning rules:

Support blocks: at the quarter points of the width from each end (L/4)
Spacer blocks: every 450 mm maximum
Location blocks: at frame fixing points

7.3 Hardness Requirements

ApplicationShore A HardnessNote
Monolithic glass80–90Rigid support
Insulating glass80–90Rigid support
Laminated glass70–80Slightly more flexible
Tempered glass80–90Rigid support

Caution: never use wood, metal, or non-compliant hard plastic blocks. They create stress concentration points that can fracture the glass.

8. Applicable Canadian Standards

8.1 Main Reference Standards

StandardTitleApplication
**CAN/CGSB-19.13-M**Sealing Compound, SiliconeSilicone sealants
**CAN/CGSB-19.24**Polyurethane SealantPolyurethane sealants
**CAN/CGSB-19.17**Glazing SealantGlazing sealants
**CAN/CGSB-12.1**Flat GlassGlass requirements
**CAN/CGSB-12.8**Safety GlassTempered, laminated glass
**ASTM C920**Standard Specification for Elastomeric Joint SealantsSealant classification
**ASTM C1249**Standard Guide for Secondary Seal for Sealed Insulating Glass UnitsIG secondary seal
**ASTM C1401**Standard Guide for Structural Sealant GlazingStructural glazing

8.2 National Building Code of Canada (NBC)

The National Building Code of Canada (NBC) imposes specific requirements:

Article 5.4.1.1: Exterior walls must be designed to prevent water entry
Article 5.4.1.2: Joints must be designed to accommodate expected movements
Article 9.7.2.1: Glazing performance requirements
Article 9.7.3.1: Glazing installation in accordance with standards

Key NBC requirement: glazing systems must be designed to drain water that enters the cavity (drainage and ventilation). A non-drained glazing system is non-compliant.

8.3 Energy Performance Standards

Air sealing requirements are defined in:

NBC 5.4.1.1: maximum air permeance of 0.10 L/(s·m²) for walls
CSA A440: standard for windows (classification A1 to A3 for air infiltration)
CSA A440.1: standard for doors and windows (test methods)

9. Common Failures and Diagnostics

9.1 Failure Modes

ModeProbable CauseSymptom
**Loss of adhesion**Poor preparation, missing primerSeparation from substrate
**Loss of cohesion**Excessive movement, joint too deepCrack within the sealant
**Bubbling**Moisture in the joint, cure too rapidSurface blisters
**Discolouration**UV, pollution, chemical incompatibilityColour change
**Creep**High temperature, excessive loadPermanent deformation
**Cracking**Aging, cyclic movementSurface cracks

9.2 Field Diagnostics

On-site adhesion test:

143.Cut the sealant in an X pattern (2 cuts at 45°)
144.Pull on the resulting tab
145.Observe the failure mode:
Adhesive failure (clean surface) = adhesion problem
Cohesive failure (internal tear) = material problem

Hardness test: use a Shore A durometer. Hardness higher than specification indicates a sealant that is too old or poorly formulated.

9.3 Repair vs. Replacement

ConditionAction
Localized adhesion loss < 10%Local repair possible
Adhesion loss > 10%Full replacement
Cohesive crackingFull replacement
Discolouration without performance lossAcceptable
Excessive creepFull replacement

10. Health and Safety

10.1 Chemical Hazards

ProductHazardProtection
**Acetoxy silicone**Irritant (acetic acid)Gloves, ventilation
**Polyurethane**Isocyanates (sensitizer)Gloves, respirator
**Solvents (MEK, acetone)**Flammable, narcoticVentilation, no flames
**Silane primers**Irritant, flammableGloves, safety glasses

WHMIS requirement: all products must have a Safety Data Sheet (SDS) accessible on site. Wear the specified personal protective equipment (PPE).

10.2 Physical Hazards

Working at heights: use compliant scaffolding and aerial work platforms
Glass handling: use suction cups and lifting equipment
Cuts: wear cut-resistant gloves when handling glass
Posture: use supports to avoid back injuries

11. Testing Procedures and Quality Control

11.1 Pre-Application Testing

TestStandardCriterion
**Adhesion**ASTM C794Cohesive failure ≥ 90%
**Compatibility**ASTM C1087No discolouration, no loss of adhesion
**Movement**ASTM C719No failure after cycles
**Extrusion**ASTM C603Consistent flow at specified temperature

11.2 In-Process Control

164.Temperature verification: substrate and air
165.Backer rod inspection: correct depth, no voids
166.Thickness control: measure with a gauge
167.In-progress adhesion test: one test per 50 m² of joint
168.Documentation: record product lots, temperatures, and conditions

11.3 Post-Application Testing

Water tightness test: according to AAMA 501.2 (water spray)
Air infiltration test: according to ASTM E283
Visual inspection: from 3 m distance, under raking light

Summary

Sealants are classified by chemical family (silicone, polyurethane, polysulfide, acrylic) and by movement capability (5 to 50%).
Neutral silicone is the only sealant recommended for structural glazing; acetoxy silicone corrodes metals.
Joint width is calculated using the formula W = (ΔT × L × α) / (M × 100), with a practical minimum of 6 mm.
The width-to-depth ratio must be 2:1 for expansion joints; the backer rod controls depth and creates the hourglass shape.
Surface preparation is responsible for 80% of failures: cleanliness, dryness, roughness, and primer if required.
EPDM or silicone gaskets are preferred for Canadian conditions; compression must be 15 to 25%.
Setting blocks must be neoprene or EPDM, positioned at the quarter points, with a Shore A hardness of 80–90.
The NBC requires drained and ventilated glazing systems (Article 5.4.1.1).
Adhesion tests must show cohesive failure, never adhesive failure.
Application conditions: temperature ≥ 5 °C, substrate 3 °C above dew point, no rain.

Pitfalls to Avoid

185.Confusing mastic and sealant: mastic does not cure and cannot accommodate movement; never use it for an expansion joint.
186.Using acetoxy silicone on aluminum: corrosion is guaranteed. Always verify the silicone type.
187.Omitting the backer rod: without it, the sealant adheres at three points and tears under tension.
188.Joint too deep: a depth-to-width ratio > 1:2 causes premature cohesive failure.
189.Applying in cold weather: below 5 °C, curing is inhibited and adhesion is compromised.
190.Neglecting the dew point: invisible condensation on the substrate prevents adhesion.
191.Wood or metal setting blocks: non-compliant; they create stress concentrations and thermal bridges.
192.Excessive gasket compression: long-term creep causes loss of seal.
193.Ignoring adhesion tests: a quick test before application can prevent major failure.
194.Using a sealant incompatible with insulating glass: verify compatibility with the IG unit's secondary seal (ASTM C1087 test).
195.Tooling too late: after skin formation, tooling creates defects and bubbles.
196.Failing to document: the Red Seal exam also assesses good documentation and quality control practices.

This chapter covers the essential knowledge for the "Sealants, Joints, and Weatherproofing" section of the Red Seal exam. Review the cited CGSB and ASTM standards, and practice joint width calculations until they become automatic.

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