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:
| Function | Description | Key Requirement |
|---|---|---|
| **Water sealing** | Prevent liquid water infiltration | Total impermeability |
| **Air sealing** | Control air infiltration/exfiltration | Air permeance ≤ 0.02 L/(s·m²) |
| **Thermal insulation** | Reduce thermal bridges | Thermal conductivity λ |
| **Load transfer** | Transmit structural loads | Tensile/compressive strength |
1.2 Distinction: Mastic vs. Caulking vs. Sealant
In Canada, these terms are often confused, but technically:
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
| Family | Allowable Movement | Service Life | UV Resistance | Adhesion | Relative Cost |
|---|---|---|---|---|---|
| **Acetoxy silicone** | ±25% | 20+ years | Excellent | Low (except glass) | Medium |
| **Neutral silicone** | ±25–50% | 20+ years | Excellent | Good | High |
| **Polyurethane** | ±25% | 10–15 years | Medium | Excellent | Medium |
| **Polysulfide** | ±15–25% | 10–15 years | Low | Good | Medium |
| **Acrylic** | ±5–10% | 5–10 years | Low | Good | Low |
| **Butyl** | ±5% | 5 years | Low | Good | Very 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:
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:
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 Type | Width:Depth Ratio | Maximum Depth |
|---|---|---|
| Expansion joint | 2:1 | 12 mm |
| Fill joint | 1:1 | 6 mm |
| Glazing joint | 1:1 to 2:1 | 10 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:
Types of backer rods:
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:
4.2 Cleaning Procedures
| Substrate | Method | Cleaning Agent | Rinse |
|---|---|---|---|
| Glass | Solvent | Isopropyl alcohol | Yes |
| Anodized aluminum | Solvent | Acetone or MEK | Yes |
| Stainless steel | Solvent + mild abrasive | Acetone + Scotch-Brite pad | Yes |
| Concrete | Abrasive | Brushing + vacuuming | No |
| Natural stone | Mild abrasive | Dry brushing | No |
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:
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
| Parameter | Requirement |
|---|---|
| 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/snow | Prohibited 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:
Tooling:
5.3 Glazing Joints
For glazing, the sealant plays a structural or non-structural role:
| Type | Function | Minimum Thickness | Minimum Width |
|---|---|---|---|
| Structural glazing | Transfers wind loads | 6 mm | 6 mm |
| Non-structural glazing | Sealing only | 3 mm | 4 mm |
| Secondary seal (IG) | Sealing the insulating unit | 3 mm | 5 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:
| Type | Material | Application | Advantages |
|---|---|---|---|
| **Compression gasket** | EPDM, neoprene | Dry glazing | Fast installation |
| **Slide-in gasket** | EPDM | Dry glazing | No special tools |
| **Tubular gasket** | Neoprene | Movement joints | Excellent flexibility |
| **H-gasket** | EPDM | Glass-to-glass joints | Double-face sealing |
6.2 Gasket Materials
| Material | Service Temperature | UV Resistance | Ozone Resistance | Hardness (Shore A) |
|---|---|---|---|---|
| **EPDM** | -50 °C to +130 °C | Excellent | Excellent | 60–80 |
| **Neoprene (CR)** | -40 °C to +110 °C | Good | Good | 50–90 |
| **Silicone** | -60 °C to +200 °C | Excellent | Excellent | 40–70 |
| **PVC** | -20 °C to +60 °C | Low | Low | 60–90 |
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:
Slide-in gasket:
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:
7.2 Types and Dimensions
| Type | Material | Use | Typical Dimensions |
|---|---|---|---|
| **Support block** | Neoprene, EPDM, silicone | Weight support | 100 mm long |
| **Spacer block** | Neoprene, EPDM | Maintaining clearance | 25–50 mm long |
| **Location block** | Neoprene, EPDM | Lateral fixing | 25 mm long |
Positioning rules:
7.3 Hardness Requirements
| Application | Shore A Hardness | Note |
|---|---|---|
| Monolithic glass | 80–90 | Rigid support |
| Insulating glass | 80–90 | Rigid support |
| Laminated glass | 70–80 | Slightly more flexible |
| Tempered glass | 80–90 | Rigid 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
| Standard | Title | Application |
|---|---|---|
| **CAN/CGSB-19.13-M** | Sealing Compound, Silicone | Silicone sealants |
| **CAN/CGSB-19.24** | Polyurethane Sealant | Polyurethane sealants |
| **CAN/CGSB-19.17** | Glazing Sealant | Glazing sealants |
| **CAN/CGSB-12.1** | Flat Glass | Glass requirements |
| **CAN/CGSB-12.8** | Safety Glass | Tempered, laminated glass |
| **ASTM C920** | Standard Specification for Elastomeric Joint Sealants | Sealant classification |
| **ASTM C1249** | Standard Guide for Secondary Seal for Sealed Insulating Glass Units | IG secondary seal |
| **ASTM C1401** | Standard Guide for Structural Sealant Glazing | Structural glazing |
8.2 National Building Code of Canada (NBC)
The National Building Code of Canada (NBC) imposes specific requirements:
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:
9. Common Failures and Diagnostics
9.1 Failure Modes
| Mode | Probable Cause | Symptom |
|---|---|---|
| **Loss of adhesion** | Poor preparation, missing primer | Separation from substrate |
| **Loss of cohesion** | Excessive movement, joint too deep | Crack within the sealant |
| **Bubbling** | Moisture in the joint, cure too rapid | Surface blisters |
| **Discolouration** | UV, pollution, chemical incompatibility | Colour change |
| **Creep** | High temperature, excessive load | Permanent deformation |
| **Cracking** | Aging, cyclic movement | Surface cracks |
9.2 Field Diagnostics
On-site adhesion test:
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
| Condition | Action |
|---|---|
| Localized adhesion loss < 10% | Local repair possible |
| Adhesion loss > 10% | Full replacement |
| Cohesive cracking | Full replacement |
| Discolouration without performance loss | Acceptable |
| Excessive creep | Full replacement |
10. Health and Safety
10.1 Chemical Hazards
| Product | Hazard | Protection |
|---|---|---|
| **Acetoxy silicone** | Irritant (acetic acid) | Gloves, ventilation |
| **Polyurethane** | Isocyanates (sensitizer) | Gloves, respirator |
| **Solvents (MEK, acetone)** | Flammable, narcotic | Ventilation, no flames |
| **Silane primers** | Irritant, flammable | Gloves, 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
11. Testing Procedures and Quality Control
11.1 Pre-Application Testing
| Test | Standard | Criterion |
|---|---|---|
| **Adhesion** | ASTM C794 | Cohesive failure ≥ 90% |
| **Compatibility** | ASTM C1087 | No discolouration, no loss of adhesion |
| **Movement** | ASTM C719 | No failure after cycles |
| **Extrusion** | ASTM C603 | Consistent flow at specified temperature |
11.2 In-Process Control
11.3 Post-Application Testing
Summary
Pitfalls to Avoid
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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