Comprehensive SWMS for Curtain Wall and Structural Glass Facade Installation

Glazing Structural Safe Work Method Statement

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Structural glazing encompasses the installation of large glass panels and curtain wall systems that form the external envelope of commercial buildings, with glass acting as a structural or semi-structural element of the building facade. This specialist construction work involves installing engineered glazing systems including unitised curtain walls, stick-built curtain wall systems, structural silicone glazing, point-fixed glass assemblies, and frameless glass facades on multi-storey buildings. The work presents complex hazards including falls from significant heights during facade access, crane lifting of heavy glass and curtain wall units, severe consequences from falling glass panels, and coordination challenges with other trades working on building exteriors. This SWMS provides comprehensive safety procedures for structural glazing operations ensuring compliance with Australian WHS legislation and building standards.

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Overview

What this SWMS covers

Structural glazing represents the pinnacle of specialist glazing work, involving installation of engineered glass and aluminium systems that form the weather-resistant envelope of modern commercial buildings while supporting significant structural loads and accommodating building movements. Unlike traditional window systems where glass is a non-structural element held within structural frames, structural glazing systems use glass as an integral part of the building envelope with loads transferred through the glass itself or through minimised structural supports that maintain the aesthetic of transparent continuous facades. The primary structural glazing systems include unitised curtain walls consisting of factory-assembled panels combining aluminium framing, glass infill, insulation, and weatherproofing delivered to site as complete units for crane installation; stick-built curtain wall systems where aluminium mullions and transoms are installed on building structure creating a grid into which glass panels are subsequently installed; structural silicone glazing (SSG) where glass panels are bonded to aluminium frames using high-strength structural silicone creating flush exterior surfaces without visible mechanical fixings; point-fixed glass systems using discrete bolt fixings through glass at specific points with minimal visible framing; and cable-net systems where glass is supported on tensioned cable grids creating transparent facades with minimal structural expression. These systems are engineered to resist substantial wind loads on exposed building facades, accommodate thermal movements as glass and aluminium expand and contract with temperature variations, resist seismic forces during earthquake events, maintain weathertight performance under extreme weather including driving rain and high winds, provide thermal insulation through insulated glass units, and achieve acoustic performance requirements for building occupant comfort. Design and installation must comply with Australian standards including AS 1288 for glass selection and design, AS 4284 for testing of curtain walls, and relevant building codes. Glass panels used in structural glazing systems are typically large format, ranging from 2-3 square metres for standard applications to panels exceeding 10 square metres for prestigious projects. Glass weights commonly range from 100 kilograms to over 500 kilograms per panel. Insulated glass units incorporating two or more glass panes with sealed air spaces provide required thermal performance, with units weighing substantially more than single panes of equivalent area. All glass used is toughened or heat-strengthened safety glass to resist wind loads and provide safe breakage characteristics. Laminated glass configurations provide additional safety and security performance. Installation occurs during the external envelope phase of commercial construction after building structure is substantially complete, requiring coordination with concrete works, steel erection, building services installation, and other facade trades. Work typically occurs at significant heights from 10 metres to over 100 metres on high-rise projects, requiring specialised access equipment including mast climbers, building maintenance units, swing stages, or rope access techniques. The sequential nature of curtain wall installation from bottom to top and side to side creates specific access and safety challenges as completed glazing below restricts access and creates falling object hazard zones.

Fully editable, audit-ready, and aligned to Australian WHS standards.

Why this SWMS matters

Structural glazing operations present some of the most serious fall from heights hazards in the construction industry due to the combination of extreme working heights on building exteriors, extended duration of exposure as installations progress over weeks or months, working at unprotected edges of buildings during panel installation, and manual handling demands that compromise ability to maintain fall protection while controlling heavy glass panels. Falls from structural glazing work have resulted in multiple fatalities in Australian construction, with investigations frequently identifying inadequate fall protection, poor supervision, and time pressure leading to shortcuts in safety procedures. Under the Work Health and Safety Act 2011, structural glazing involving work at heights above 2 metres is classified as high-risk construction work requiring documented Safe Work Method Statements prepared before work commences. Principal contractors and facade contractors have duties to provide safe systems of work, appropriate access equipment, fall protection systems, supervision, and training for all workers involved in structural glazing operations. Failure to implement adequate controls can result in prohibition notices immediately halting work, significant financial penalties exceeding hundreds of thousands of dollars, and prosecution of company officers following serious incidents. Beyond legal compliance, the devastating impact of fall fatalities on workers' families, colleagues, and businesses creates moral imperatives for rigorous safety management. Crane lifting operations during unitised curtain wall installation and large glass panel positioning present catastrophic hazards if loads are dropped or uncontrolled. Curtain wall units weighing 500-2000 kilograms and glass panels weighing up to 500 kilograms suspended at heights create severe struck-by hazards to workers on facades, ground-level personnel, and building occupants in adjacent areas. Wind loading on large panels and curtain wall units creates dynamic forces that can cause load swinging, rotation, or uncontrolled movement. Inadequate rigging, equipment failure, communication breakdowns between crane operators and installation crews, or loss of load control during positioning can result in falling loads causing multiple fatalities and extensive property damage. Australian standards for rigging and crane operations impose strict requirements for load ratings, inspection procedures, exclusion zones, and communication protocols. The potential for installed or partially installed glass panels to fall from building facades creates public safety hazards extending beyond the construction site itself. Busy urban locations where structural glazing occurs on commercial towers often have high pedestrian traffic on adjacent footpaths and vehicle traffic on surrounding roads. A large glass panel falling from 20, 50, or 100 metres height onto crowded city streets represents catastrophic public safety risk. Exclusion zones adequate for upper-level hazards may extend 20-30 metres from building perimeters, requiring road closures or pedestrian diversions during critical lifting operations. Public liability and consequences of public injuries or fatalities create extreme liability exposures for facade contractors and principal contractors. The structural importance of proper curtain wall and structural glazing installation extends to long-term building performance and occupant safety. Inadequately installed systems can fail under wind loads years after installation when buildings are fully occupied, causing glass to fall onto building surrounds injuring occupants or public. Weatherproofing failures cause water ingress and building deterioration. Thermal performance shortfalls increase building energy consumption and reduce occupant comfort. The engineered nature of structural glazing systems requires strict adherence to design specifications, manufacturer installation requirements, and quality verification procedures to ensure systems perform as designed throughout building service life. Only through comprehensive planning, specialist equipment, rigorous fall protection, competent personnel, and systematic quality management can structural glazing projects be completed safely while achieving the architectural vision and building performance requirements that drive investment in these premium facade systems.

Reinforce licensing, insurance, and regulator expectations for Glazing Structural Safe Work Method Statement crews before they mobilise.

Hazard identification

Surface the critical risks tied to this work scope and communicate them to every worker.

Risk register

Falls from Extreme Heights During Facade Installation

High

Structural glazing installation requires workers to access building facades at heights ranging from 10 metres to over 100 metres on high-rise projects, working from mast climbing work platforms, swing stages, building maintenance units, rope access systems, or scaffolding erected on building exteriors. Workers must position at unprotected edges of buildings to install curtain wall panels and glass, often with both hands occupied manipulating heavy components compromising ability to maintain three points of contact with fall protection. The repetitive nature of panel-by-panel installation requires thousands of individual movements at exposed positions throughout project duration. Wind conditions at height are significantly more severe than at ground level, with wind speeds increasing with elevation creating additional balance challenges. Weather exposure including rain making surfaces slippery compounds fall risks. Fatigue during extended work shifts at heights reduces vigilance and physical capability. The catastrophic consequences of falls from extreme heights including certain death from falls above 30-40 metres creates extreme risk severity.

Consequence: Death is the most likely outcome from falls from heights above 15-20 metres regardless of fall protection attempts. Serious permanent disability from falls at lower heights including spinal injuries causing paralysis, traumatic brain injuries, multiple fractures requiring extensive medical treatment and extended rehabilitation. Psychological impacts on witnesses and co-workers from fatal fall incidents including post-traumatic stress. Project shutdowns following fall incidents causing extensive delays and financial losses.

Falling Glass Panels and Curtain Wall Units from Heights

High

During crane lifting and positioning of heavy glass panels and curtain wall units at significant heights, any loss of load control results in falling objects presenting extreme struck-by hazards. Glass panels weighing 100-500 kilograms falling from heights of 20, 50, or 100 metres achieve terminal velocities sufficient to cause instant death to anyone struck. Curtain wall units weighing 500-2000 kilograms represent even more severe falling object hazards. Causes of load falls include rigging failure from inadequate load ratings or damaged slings, vacuum lifter suction loss during glass panel lifting, communication breakdowns between crane operators and riggers causing premature load release, wind gusts causing load swing and contact with building structure resulting in load detachment, and human error in attachment or release procedures. The height and weight combinations in structural glazing create hazard zones extending 20-30 metres from building perimeters. Urban locations with high pedestrian and vehicle traffic compound public safety exposure.

Consequence: Multiple fatalities if heavy loads fall onto ground-level workers or members of public. Catastrophic injuries including crush trauma, traumatic amputations, severe fractures, and head injuries from being struck by falling glass or curtain wall components. Extensive property damage to completed building works, adjacent buildings, or vehicles. Complete project shutdowns following serious falling object incidents. Criminal prosecution under WHS legislation for failures causing public fatalities.

Manual Handling of Heavy Curtain Wall Components at Heights

High

Structural glazing components including curtain wall panels, large glass units, aluminium mullions and transoms, and structural fixing assemblies are significantly heavier than conventional glazing materials. Curtain wall units weighing 200-500 kilograms or more must be crane-lifted but still require manual positioning, alignment, and securing by installation crews working at heights. Large glass panels require team handling with precise coordination while workers are positioned on mast climbers or suspended platforms. The combination of heavy awkward loads, working at heights, confined working platforms, and exposure to weather creates extreme manual handling challenges. Loss of control during manual positioning can cause loads to fall, can pull workers off platforms, or can cause acute musculoskeletal injuries. Wind loading during positioning adds unpredictable dynamic forces that can suddenly overwhelm manual control capabilities.

Consequence: Workers pulled from platforms or over edges by uncontrolled loads causing falls from heights with fatal or serious injury outcomes. Acute back injuries, shoulder dislocations, and muscle tears from sudden uncontrolled load movements. Loads dropping onto lower levels striking workers below. Chronic musculoskeletal disorders from repetitive heavy manual handling throughout extended facade installation projects.

Inadequate Temporary Structural Support and Progressive Collapse

High

During stick-built curtain wall installation, structural mullions and transoms must be temporarily supported until sufficient panels are installed to provide structural stability to the system. Inadequate temporary support, incorrect installation sequences, or premature removal of temporary bracing can cause progressive collapse where failure of one element triggers cascade failures of connected components. Large sections of partially installed curtain wall falling from building facades create catastrophic hazards to workers on facades and ground-level personnel. The engineered nature of curtain wall systems means structural adequacy depends on complete installation of all components per design. Partial installations may lack required strength and stability. Wind loading on partially installed systems may exceed temporary support capacity particularly if installation sequences don't match design assumptions.

Consequence: Catastrophic progressive collapse of large facade sections falling from heights causing multiple fatalities to workers on facades and at ground levels. Extensive damage to building structure and completed works requiring demolition and rebuilding of failed areas. Project delays of months while investigations occur and remedial strategies are developed. Potential building condemnation if structural integrity is compromised.

Structural Silicone Bonding Failures and Long-Term Glass Detachment

Medium

Structural silicone glazing systems rely on chemical adhesive bonds between glass and aluminium frames to transfer wind loads and support glass weight. Unlike mechanical fixings that provide immediate positive load paths, silicone bonds require proper surface preparation, correct silicone material selection and application, adequate cure time under appropriate conditions, and long-term adhesive durability. Contamination of bonding surfaces from oils, moisture, or incompatible materials prevents proper adhesion. Incorrect silicone selection for specific glass and aluminium combinations reduces bond strength. Inadequate cure time or curing in extreme temperatures affects final bond properties. Over time, UV exposure, thermal cycling, and environmental exposure can degrade silicone causing progressive bond failure. Glass panels that detach from structural silicone systems years after installation can fall without warning onto building surrounds.

Consequence: Delayed catastrophic failures where glass panels detach from completed facades years after installation, falling onto building occupants, pedestrians, or vehicles causing serious injuries or fatalities. Extensive remedial costs to replace or retrofit failed systems across entire building facades. Building liability claims and litigation. Professional liability claims against facade contractors, engineers, and material suppliers. Reputational damage to all parties involved in design and installation.

Coordination Failures with Crane Operations and Other Trades

Medium

Structural glazing installation requires extensive coordination between curtain wall installation crews working on building facades, crane operators lifting panels and components, ground-level personnel preparing loads and managing exclusion zones, building services trades installing systems within facade zones, and concrete/steel trades completing structural works that support curtain wall systems. Communication breakdowns between these groups can result in loads being lifted while workers are in strike zones, crane operations occurring while other trades are working in adjacent areas at risk from load swing, panels being released before installation crews are ready to receive loads, or conflicting work activities creating hazard interactions. Radio communication failures, language barriers in diverse construction workforces, noise interference in active construction sites, and assuming rather than confirming readiness all contribute to coordination failures.

Consequence: Workers struck by moving loads, crane hooks, or rigging components during coordination failures causing serious injuries or fatalities. Dropped loads during miscommunication about load readiness causing falling object injuries. Delays and rework when components are delivered to wrong locations or at wrong times. Quality defects from rushed installation under pressure to maintain crane schedule. Near-miss events creating ongoing anxiety and reducing trust between work crews.

Control measures

Deploy layered controls aligned to the hierarchy of hazard management.

Implementation guide

Engineered Facade Access Systems with Comprehensive Fall Protection

Engineering

Providing purpose-designed facade access equipment with integrated fall protection creates engineering-level control of fall hazards by eliminating reliance on personal fall arrest systems alone. Mast climbing work platforms (MCWPs) with full guardrails on all open sides, solid toe boards, and enclosed working platforms provide passive fall protection allowing workers to operate without harness attachment during normal operations. Building maintenance units (BMUs) with enclosed cages provide similar protection. Swing stages with full height edge protection and mandatory harness attachment points combine passive and active protection. The engineering control recognises that relying solely on harness systems for workers spending weeks or months working at heights creates excessive reliance on continuous vigilant behaviour. Platform-based access with guardrails provides protection even during moments of inattention or error. Equipment selection must match specific facade configuration, working heights, panel sizes being installed, and site constraints.

Implementation

1. Engage specialist facade access engineering consultants to design access solutions appropriate for building height, facade configuration, installation sequences, and component sizes. 2. Select mast climbing work platforms for buildings where vertical facade access is required with platforms sized to accommodate installation crews, tools, and material staging for panel installation. 3. Specify platforms with minimum 1100mm high guardrails on all sides, solid toe boards minimum 150mm high, and platform widths allowing safe working space (typically 1500-2000mm). 4. Provide fall arrest anchor points on platforms for harness attachment during specific high-risk operations including reaching beyond platform edges and lifting panels over guardrails. 5. Ensure access equipment capacity ratings (SWL) exceed anticipated loads including personnel, tools, materials, and curtain wall components with minimum 3:1 safety factors. 6. Conduct third-party engineering certification of all access system designs before equipment installation, verifying structural adequacy and compliance with Australian standards for temporary works. 7. Implement mandatory pre-shift inspections of access equipment by competent persons, with documented verification of guardrails, platforms, brakes, and safety systems. 8. Train all facade workers in proper use of access equipment, emergency procedures, evacuation protocols, and fall protection systems before accessing building facades.

Comprehensive Crane Lifting Plans with Load Control Procedures

Engineering

Engineered crane lifting plans for all curtain wall and glass panel lifts eliminate ad-hoc lifting decisions and ensure loads are within crane capacity, properly rigged, and controlled throughout lifting operations. Lifting plans specify crane positions, boom configurations, load weights, rigging methods, communication protocols, exclusion zones, and emergency procedures for each lift type. Below-the-hook lifting devices including vacuum lifting frames, purpose-designed panel clamps, and engineered spreader beams distribute loads and provide controlled attachment. The engineering control recognises that structural glazing involves hundreds of individual lifts at significant heights where any single failure can cause catastrophic outcomes. Systematic planning and purpose-designed equipment replace reliance on field improvisation and operator judgment alone.

Implementation

1. Engage qualified rigging engineers to develop comprehensive lifting plans for all curtain wall panel and glass component lifts, documenting load weights, crane capacities, rigging configurations, and exclusion zones. 2. Procure or fabricate purpose-designed below-the-hook lifting devices for specific component types including vacuum lifting frames for glass panels and panel clamps for curtain wall units, with devices load-rated and certified. 3. Establish pre-lift inspection procedures requiring documented verification of rigging equipment condition, load ratings, and attachment security before each lift. 4. Implement load weight verification procedures where actual component weights are confirmed against design documentation before lifting, preventing overload situations. 5. Establish exclusion zones preventing personnel access to areas where falling loads could cause injuries, typically extending 20-30 metres from crane swing radius and building perimeters. 6. Develop communication protocols between crane operators, dogmen/riggers, and facade installation crews using radio communications with standardised signals and terminology. 7. Conduct lift simulations or trial lifts for critical or complex lifts verifying procedures, clearances, and crew coordination before committing to actual component installation. 8. Provide qualified dogmen/riggers holding appropriate high-risk work licences for all rigging operations, with competency in facade-specific rigging techniques and equipment.

Weather Monitoring and Work Limitation Protocols

Administrative

Establishing enforceable weather limitations for structural glazing operations prevents work during conditions creating unacceptable hazards including high winds affecting load control and worker balance, rain creating slippery surfaces and reducing visibility, and extreme temperatures affecting material properties and worker capability. Weather monitoring using on-site instruments provides real-time data enabling work/no-work decisions. Pre-established wind speed limits (typically 30-40 km/h for glass panel installation) trigger automatic work cessation. The administrative control recognises that weather conditions at facade working heights are significantly more severe than at ground level and that pressure to maintain project schedules can override safety judgment unless clear objective limits are enforced.

Implementation

1. Install weather monitoring equipment on site measuring wind speed, rainfall, temperature, and visibility at multiple heights matching working levels on building facades. 2. Establish specific measurable weather limits for different work activities including glass panel installation (typically maximum 30-40 km/h wind), curtain wall positioning (maximum 40-50 km/h), and access equipment operation (per equipment manufacturer specifications). 3. Assign responsibility for weather monitoring and work cessation decisions to designated competent person with authority to stop work when limits are exceeded. 4. Implement procedures requiring weather checks before each work shift commencement and at regular intervals throughout shifts (typically hourly) with documented verification. 5. Develop severe weather emergency procedures including securing partially installed components, evacuating access equipment, and protecting materials from weather damage. 6. Provide weather-protected areas where workers can shelter during temporary weather cessations without descending from access equipment if safe shelter is available at height. 7. Communicate weather limitations during toolbox meetings and site inductions ensuring all personnel understand restrictions and consequences of working in excessive conditions. 8. Review weather forecasts during pre-planning to schedule critical activities during forecast periods of favourable weather conditions.

Structural Silicone Quality Assurance and Testing Protocols

Administrative

Implementing comprehensive quality assurance for structural silicone glazing systems prevents long-term bond failures through systematic surface preparation verification, material testing, application oversight, cure monitoring, and adhesion testing. Quality protocols include mock-up installations where sample assemblies are constructed and tested to failure verifying bond strength before production installation commences, surface cleanliness testing using standardised methods, silicone batch testing verifying material properties match specifications, and adhesion testing on completed panels. This administrative control addresses the unique challenge that silicone bond quality is not visually apparent and deficiencies may not manifest until years after installation when bonds progressively fail under sustained loading and environmental exposure.

Implementation

1. Require comprehensive mock-up testing program before production installation where full-scale sample assemblies are constructed using actual project materials, cured under controlled conditions, and tested to destruction verifying bond strengths meet or exceed design requirements. 2. Implement surface preparation verification procedures including standardised cleanliness testing (water break test or similar) confirming glass and aluminium surfaces are adequately clean before silicone application. 3. Establish material control procedures verifying silicone products are within shelf life, stored per manufacturer requirements, and batch-tested to confirm properties match specifications. 4. Provide continuous quality supervision during silicone application by trained personnel monitoring application techniques, bead sizes, tooling, and cure conditions. 5. Conduct adhesion testing on completed panels using standardised pull-off or shear tests at specified frequency (typically 5-10% of panels) verifying bonds achieve required strength. 6. Document complete silicone application records including batch numbers used, weather conditions during application and cure, surface preparation verification, and test results providing full traceability. 7. Implement long-term durability testing where mock-up assemblies are subjected to accelerated aging simulating years of environmental exposure, with periodic bond strength testing verifying long-term performance. 8. Engage independent third-party inspection and testing organisations to verify quality assurance procedures are followed and test results are valid, providing owner assurance of system integrity.

Installation Sequence Management and Temporary Works Design

Engineering

Engineered installation sequences for stick-built curtain wall systems ensure structural stability is maintained throughout progressive installation by defining specific panel installation order, temporary bracing requirements, and verification hold points before proceeding to next installation stages. Temporary works designs by qualified engineers specify temporary support systems, bracing locations, and load ratings ensuring partially installed systems can resist wind loads and other forces until sufficient components are installed to achieve design strength. This engineering control prevents progressive collapse risks by ensuring structural adequacy at all stages of installation, not just final completed configuration.

Implementation

1. Engage structural engineers to develop engineered installation sequences specifying exact order of mullion, transom, and panel installation ensuring structural stability at each stage. 2. Design temporary bracing and support systems for stick-built curtain walls, specifying brace locations, connection details, and load capacities adequate for partially installed configurations. 3. Establish verification hold points at critical stages where structural stability must be confirmed before proceeding, typically after each floor level or major section completion. 4. Provide installation drawings showing temporary support locations and installation sequences, with site supervisors trained to verify compliance with sequences. 5. Prohibit deviation from approved installation sequences without specific engineering approval and re-analysis of structural adequacy. 6. Monitor partially installed systems during wind events verifying temporary supports and installed components perform adequately without excessive deflection or vibration. 7. Implement progressive inspection and verification at each hold point with documented sign-off before subsequent installation proceeds. 8. Maintain temporary supports until specified minimum installation completion is achieved and structural analysis confirms adequate strength in permanent configuration.

Comprehensive Communication and Coordination Procedures

Administrative

Formal communication protocols between all parties involved in structural glazing operations eliminate assumption-based coordination and ensure critical information is transmitted reliably. Communication protocols specify radio communication procedures, standardised terminology, pre-lift briefings, verification of readiness before load release, and escalation procedures when problems occur. Daily coordination meetings between crane operators, facade crews, ground personnel, and other trades synchronise activities preventing conflicting operations. This administrative control addresses the complex multi-party nature of structural glazing where numerous workers across different organisations must coordinate precisely for safe operations.

Implementation

1. Establish radio communication as primary method for lift operations with dedicated channels for crane-facade communication preventing interference from other site activities. 2. Develop standardised communication terminology and phrases for common operations including load readiness, lifting clearance, positioning guidance, and emergency stop commands. 3. Require pre-lift briefings before each major lift reviewing load details, rigging configuration, lift path, positioning sequence, and roles of each crew member. 4. Implement positive confirmation protocols where receivers repeat critical messages back to senders verifying accurate understanding before proceeding. 5. Conduct daily coordination meetings between all trades working on facades reviewing work plans, exclusion zone requirements, lift schedules, and identifying potential conflicts. 6. Provide language-appropriate training and translation resources for diverse workforces ensuring all personnel understand communication protocols regardless of primary language. 7. Establish escalation procedures allowing any worker to stop operations if safety concerns arise without fear of reprisal, with authority to halt work until concerns are resolved. 8. Document communication protocols in site-specific work plans with all workers signed off on training in procedures before commencing facade work.

Personal protective equipment

Full Body Harness with Dual Lanyards

Requirement: Certified to AS/NZS 1891.1 with shock-absorbing lanyards and appropriate anchorage connectors

When: Required when working on mast climbers, swing stages, or any facade access system, with continuous attachment to engineered anchor points. Dual lanyards allow continuous connection while moving between anchors. Must be properly fitted and inspected daily.

Cut-Resistant Gloves

Requirement: Rated Level D or E per AS/NZS 2161.2 for glass handling

When: Required during all glass panel handling, positioning, and installation to protect against severe lacerations from glass edges. Must provide high cut protection while allowing dexterity for rigging equipment operation and panel positioning.

Safety Glasses with Side Protection

Requirement: Impact-rated to AS/NZS 1337 with side shields

When: Mandatory during all facade work to protect against glass fragments, metal particles from drilling operations, and debris from other trades working at heights. Must be secured to prevent loss during work at heights.

Steel Toe Cap Safety Boots with Ankle Support

Requirement: Certified to AS/NZS 2210.3 with steel toe caps, penetration-resistant soles, and ankle support

When: Required at all times during structural glazing work to protect feet from crushing injuries from heavy components and to provide ankle support and stability when working on access platforms and uneven surfaces.

Hard Hat with Chin Strap

Requirement: Type 1 or Type 2 helmet certified to AS/NZS 1801 with secure chin strap

When: Mandatory at all times on construction sites particularly during facade work where overhead hazards from crane operations and other trades create falling object risks. Chin strap prevents helmet loss during work at heights or in wind conditions.

High-Visibility Clothing

Requirement: Class D Day/Night garments per AS/NZS 4602.1

When: Required at all times on construction sites to ensure facade workers are visible to crane operators, other trades, and site management. Critical for coordinated operations and preventing struck-by incidents.

Weather Protection Clothing

Requirement: Wind-proof and water-resistant outer layers appropriate for weather exposure at heights

When: Required when working at heights in wind and rain conditions within safe working limits. Protects against hypothermia and maintains worker comfort and capability during extended exposure to weather at elevated working positions.

Inspections & checks

Before work starts

  • Inspect facade access equipment including mast climbers, swing stages, or BMUs for structural integrity, guardrails secure, platforms clear, and all safety systems functioning
  • Verify crane is positioned per lifting plan with adequate capacity, correct configuration, and operator holds appropriate high-risk work licence
  • Inspect all rigging equipment including slings, shackles, vacuum lifting frames, and panel clamps for damage, load ratings visible, and within certification dates
  • Check fall protection equipment including harnesses, lanyards, and anchor points for damage or wear requiring replacement before use
  • Verify weather conditions are within established limits for planned work activities including wind speed, visibility, and precipitation
  • Confirm exclusion zones are established with physical barriers preventing access to areas beneath lifting operations and facade work zones
  • Check communication equipment including radios are functioning correctly with dedicated channels for crane-facade communications
  • Review installation sequence documents and lifting plans ensuring all personnel understand work scope, hazards, and emergency procedures for the shift

During work

  • Monitor weather conditions continuously with hourly checks of wind speed, visibility, and precipitation, suspending work if limits are exceeded
  • Verify exclusion zones remain effective with no unauthorised access by workers or public to protected areas beneath lifting and facade operations
  • Observe crane lifting operations for load control, proper rigging, communication effectiveness, and adherence to lifting plans
  • Check panel positioning operations for coordinated teamwork, adequate manual handling support, and use of alignment tools preventing forcing of components
  • Monitor fall protection compliance verifying all workers maintain harness attachment to anchor points when working near unprotected edges
  • Verify temporary support systems for stick-built curtain walls remain secure and adequate as installation progresses
  • Observe structural silicone application (if applicable) for proper surface preparation, bead size, tooling technique, and cure conditions

After work

  • Inspect completed curtain wall or glass panel installation for proper alignment, secure fixing, adequate weathersealing, and compliance with specifications
  • Verify all temporary supports, bracing, and rigging equipment are removed from completed areas or properly secured if remaining for subsequent installations
  • Check work areas on access platforms are clean with tools secured preventing objects falling from heights during platform movement or next shift operations
  • Confirm all loads are properly landed and secured with crane rigging removed and stored appropriately for next use
  • Verify access equipment is secured in parked position with platforms lowered if required by site procedures and weather forecasts
  • Document completed installations photographing critical details and recording panel identification, installation date, and any defects requiring attention
  • Conduct end-of-shift toolbox meeting reviewing work completed, any near-miss events or safety concerns, and plans for next shift operations
  • Complete daily inspection records for access equipment, rigging gear, and fall protection equipment, flagging any deficiencies requiring maintenance before next use

Step-by-step work procedure

Give supervisors and crews a clear, auditable sequence for the task.

Field ready
1

Site Mobilisation, Access System Installation, and Safety Setup

Commence structural glazing project with comprehensive site mobilisation including installation of facade access systems (mast climbers, swing stages, or BMU systems), establishment of exclusion zones, and setup of crane positions per approved lifting plans. Coordinate with principal contractor and other trades regarding work area allocations, shared access routes, and temporary protection requirements. Install mast climbing work platforms or swing stages per manufacturer specifications with engineering certification verifying structural adequacy and anchorage to building structure. Ensure platforms include full-height guardrails, toe boards, and adequate working space for installation crews. Establish ground-level exclusion zones using physical barriers, fencing, and warning signage preventing access to areas where falling objects could cause injuries. Position tower cranes or mobile cranes per lifting plan ensuring adequate capacity for maximum curtain wall or glass loads. Conduct safety induction for all facade workers covering site-specific hazards, emergency procedures, communication protocols, and fall protection requirements. Establish weather monitoring procedures with on-site instruments providing real-time data at facade working heights.

Safety considerations

Access system installation must be completed by competent personnel following manufacturer requirements and engineering designs. Improper installation creates catastrophic risks of platform collapse or detachment from building structure. Exclusion zones must extend adequate distances accounting for building height and potential fall trajectories, typically 20-30 metres for high-rise work. Third-party engineering verification of access systems provides independent confirmation of structural adequacy before workers are committed to heights.

2

Material Delivery, Component Inspection, and Staging Preparation

Coordinate delivery of curtain wall units or glass panels per installation sequence requirements, avoiding excessive site storage that creates handling and protection burdens. Inspect all delivered components before acceptance checking for transit damage, dimensional conformance to specifications, correct identification labelling, and completeness of associated hardware and gaskets. Reject any damaged components immediately for return to fabricator as installing damaged materials creates quality and safety risks. Store components in purpose-designed racks protecting from weather, site traffic, and construction activities. For glass panels, use A-frame racks with vertical storage and timber spacers preventing glass-to-glass contact. Position storage areas convenient to crane access and facade installation locations minimising manual handling distances. Prepare ground-level staging areas where curtain wall units can be rigged for crane lifting with adequate space for inspection, rigging operations, and load preparation. Establish communication with fabrication facility regarding production schedules and delivery sequences ensuring adequate advance notification for crew scheduling and crane availability.

Safety considerations

Component damage during transit or storage creates significant safety risks if damaged materials are installed. Cracked or chipped glass is prone to catastrophic failure during handling or under wind loading after installation. Damaged curtain wall frames may lack required strength or weather resistance. Adequate storage protection prevents weather damage and maintains component quality. Ground-level staging area must have adequate space preventing congestion that could result in components being struck by mobile plant or materials handling equipment.

3

Pre-Lift Preparation, Load Rigging, and Safety Verification

Before each crane lift, conduct comprehensive pre-lift preparation following approved lifting plan procedures. Verify component to be lifted matches lifting plan specifications regarding weight, dimensions, and rigging points. Inspect rigging equipment including slings, shackles, vacuum lifting frames, or panel clamps confirming load ratings exceed component weight with adequate safety factors and all equipment is within certification dates. For vacuum lifting of glass panels, attach vacuum lifting frame to clean glass surface, establish vacuum pressure per manufacturer requirements, verify vacuum gauges show adequate pressure, and test alarms are functioning correctly. For curtain wall units, attach panel clamps or slings to designated lifting points verifying secure engagement. Conduct pre-lift communication briefing between crane operator, dogman, and facade installation crew reviewing load details, lift path, positioning requirements, and communication signals. Verify exclusion zone is clear of all personnel and radio communication is established and functioning. Obtain clearance from all parties before signalling crane operator to commence lift.

Safety considerations

Pre-lift verification prevents catastrophic failures from rigging errors or equipment deficiencies. Load weight verification prevents crane overload situations that could cause tipping or structural failure. Vacuum pressure verification prevents mid-lift suction failures that would cause glass panels to fall. Clear communication and positive confirmation that all parties are ready prevents premature lifting while workers are still in strike zones or before installation crew is prepared to receive load.

4

Controlled Crane Lifting and Positioning at Facade Level

Following pre-lift clearance, crane operator commences lifting load from ground level following approved lift path avoiding building obstructions, other trades, and site hazards. Dogman maintains visual contact with load throughout lift providing guidance to crane operator regarding clearances and positioning. As load approaches facade level, installation crew on mast climber or swing stage prepares to receive load ensuring adequate working space, tools are positioned, and all crew members are properly attached to fall protection. Crane operator slows vertical travel as load reaches working level, with final approach controlled by hand signals from installation crew. Installation crew uses tag lines or guide ropes to control load rotation and positioning preventing load swinging or striking building structure. Guide load carefully into position adjacent to installation location without forcing or excessive manual effort. Once load is stable and controlled, maintain crane support while installation crew begins positioning and fixing operations. Communication between crane operator and installation crew must remain continuous throughout positioning to coordinate any required minor adjustments in load height or position.

Safety considerations

Controlled lift speeds prevent dynamic loading and load swinging particularly critical in wind conditions. Tag lines provide load control without requiring workers to physically grab suspended loads which could pull workers off platforms or over edges. Never allow workers to position between suspended loads and building structure where crushing could occur if load swings or moves unexpectedly. Maintain crane support throughout positioning and initial fixing - never rely solely on partially installed components to support load until fixings are verified adequate.

5

Component Installation, Alignment, and Structural Fixing

With load crane-supported and controlled by installation crew, commence installation procedures specific to component type. For unitised curtain wall panels, align panel with structural anchors or previously installed panels per manufacturer specifications, engaging interlocking mechanisms or alignment features. Install structural fixings including brackets, bolts, or clips per specifications with correct torque values and proper sequence to prevent component distortion. Use alignment tools including spirit levels and measuring equipment verifying panels are plumb, level, and at correct position relative to building grid and adjacent panels. For stick-built systems, install mullions and transoms into structural anchors following engineered installation sequence, ensuring adequate temporary support until sufficient components are interconnected to provide structural stability. For glass panel installation into curtain wall frames, position panel into frame rebates ensuring proper seating on setting blocks, install glazing beads or retention systems per specifications, and verify edge clearances are adequate allowing thermal movement. Throughout installation, maintain crane support until structural fixings are verified complete and adequate to support component weight and anticipated loads.

Safety considerations

Premature release of crane support before adequate fixing can allow components to fall causing catastrophic consequences. Installation sequences must be followed precisely as engineered analysis assumes specific load paths and support conditions. Forcing components that don't align properly can damage structural elements creating hidden deficiencies that may not manifest until building is subjected to wind loading or thermal movement. Proper torque application on structural fixings is critical - under-torqued fixings can loosen allowing component movement while over-torqued fixings can damage threads or crack components.

6

Weatherproofing, Quality Verification, and Final Inspection

Following structural installation and fixing verification, complete weatherproofing procedures appropriate to system type. For curtain wall systems, verify all joint gaskets are correctly positioned, water deflection systems are functioning per design, and drainage weep holes are clear. Apply structural silicone sealant at specified locations following comprehensive quality procedures including surface preparation verification, material batch documentation, application technique oversight, and cure monitoring. For wet-sealed systems, apply weatherproofing sealants at all component interfaces following manufacturer specifications regarding joint preparation, backing rod installation, bead size, and tooling technique. Conduct quality inspection of completed installation verifying components are plumb and level within specified tolerances, all structural fixings are complete and properly torqued, weatherseals are continuous and properly compressed, and visual appearance is acceptable. Photograph completed installation documenting critical details including fixing locations, seal application, and component identification. Complete installation records documenting panel numbers installed, materials used, weather conditions during installation, and any deviations from standard procedures requiring engineering review or acceptance.

Safety considerations

Inadequate weatherproofing creates long-term building performance risks including water ingress causing mould growth, structural deterioration, and building damage requiring extensive remediation. For structural silicone systems, quality verification through adhesion testing and mock-up validation is essential as bond quality cannot be verified through visual inspection alone. Documentation provides evidence of proper installation procedures and material traceability supporting warranty claims and providing liability protection if future performance issues occur. Quality defects discovered during installation must be addressed before proceeding rather than being covered up by subsequent components, as remediation after completion is extremely costly and disruptive.

7

Progressive Inspection, Testing, and System Commissioning

Throughout facade installation project, conduct progressive inspection and testing at specified hold points verifying completed sections meet performance requirements before subsequent installation proceeds. Engage independent third-party inspection organisations to verify installation quality, material conformance, and adherence to approved installation sequences and specifications. Conduct water penetration testing on completed facade sections per AS 4284 standards, applying calibrated water spray at specified pressures while monitoring building interior for any water ingress indicating seal failures or installation defects. Perform structural testing where required including static and dynamic load testing verifying curtain wall system performance under simulated wind loading. Address any deficiencies identified during testing before building handover, with engineering analysis required for any non-conformances or proposed remediation methods. Commission completed facade system verifying all operable elements function correctly, drainage systems operate per design, and building owners receive complete documentation including installation records, material certificates, test reports, and maintenance manuals. Provide training to building operations personnel regarding facade maintenance requirements, cleaning procedures, and periodic inspection protocols supporting long-term system performance.

Safety considerations

Progressive testing identifies installation deficiencies while access equipment is still in place and remediation is practical. Discovering water penetration or structural performance issues after building completion and access equipment removal creates extremely expensive and disruptive remediation requirements potentially involving re-installation of access systems. Third-party inspection provides independent verification of installation quality protecting all parties from liability claims if performance issues subsequently occur. Comprehensive documentation provides building owners evidence of proper installation supporting warranty claims and demonstrating compliance with building consent requirements for building code compliance verification.

Frequently asked questions

What qualifications and training are required for structural glazing installation crews?

Structural glazing workers require comprehensive qualifications beyond general glazing trade certificates. Core qualification is Certificate III in Glass and Glazing or equivalent trade qualification covering glazing principles and practices. Additional mandatory training includes Working at Heights certification for work above 2 metres covering fall protection systems, harness use, and rescue procedures. High-risk work licences are required for specific equipment operations including boom-type elevated work platform licence (WP) for boom lifts, scissor lift licence (WP) for scissor lifts over 11 metres, rigging licence for dogging operations (DG) if performing rigging activities, and scaffold licence (basic or intermediate) if erecting access scaffold. Manufacturer-specific training should be completed for curtain wall systems being installed as each system has unique installation requirements and sequences. Vacuum glass lifter operation training specific to equipment being used is essential. First Aid certification is recommended for all crews. Crane operators require appropriate crane operator licences for crane types being used. Supervisors should have additional qualifications in construction supervision and safety management. All training records must be current and readily accessible on site for verification by safety authorities and principal contractor compliance personnel.

What weather conditions require suspension of structural glazing work?

Weather limitations for structural glazing are more stringent than conventional construction work due to extreme working heights and large surface area components vulnerable to wind loading. Wind speed limits are critical with typical maximum limits of 30-40 km/h for glass panel installation, 40-50 km/h for curtain wall unit positioning, and equipment-specific limits for access platform operation (typically 50-60 km/h for mast climbers). These limits must be measured at working height level, not ground level, as wind speeds increase significantly with elevation. Rain cessation criteria include moderate to heavy rain that creates slippery platform surfaces, reduces visibility, or would compromise structural silicone cure conditions. Light drizzle may be acceptable for some operations but any rain during structural silicone application requires immediate work cessation as moisture contamination prevents proper adhesion. Extreme temperatures outside manufacturer specifications for sealants and adhesives require work cessation - typically below 5 degrees Celsius or above 40 degrees Celsius depending on materials. Lightning within vicinity requires immediate evacuation from access equipment. Temperature inversions and low visibility conditions that prevent effective crane operation require work cessation. Establish weather monitoring procedures with designated competent person authorised to stop work when limits are exceeded, with objective measurable limits preventing subjective judgment calls under schedule pressure.

How are exclusion zones calculated and maintained for structural glazing operations?

Exclusion zone dimensions for structural glazing must account for building height, component sizes, and potential fall trajectories. General calculation uses minimum 2 metres horizontal distance for every 3 metres of working height, meaning work at 30 metres height requires minimum 20-metre exclusion zone around building perimeter. For particularly heavy components including curtain wall units weighing hundreds of kilograms, extend zones accounting for potential trajectory if loads detach during crane lifting. Conservative approach uses 30-metre exclusion zones for high-rise structural glazing regardless of height. Exclusion zones must be established using physical barriers preventing entry - rope barriers or signage alone are inadequate for preventing determined or distracted persons from entering hazard areas. In busy urban locations with high pedestrian traffic on adjacent footpaths, exclusion zones may require complete footpath closure with pedestrian diversions or overhead protection using scaffolding or purpose-designed protection structures. For work adjacent to active roadways, exclusion zones may require road lane closures or traffic management during critical lifting operations. Coordinate exclusion zone requirements with principal contractor, local authorities, and adjacent property owners well in advance of work commencement as obtaining approvals for road or footpath closures can require weeks or months of advance notice. Maintain exclusion zones throughout all lifting and facade work operations with designated personnel monitoring zones and immediately addressing any breaches. Document exclusion zone establishment through site photos and daily records demonstrating compliance with safety requirements.

What are the key differences between unitised and stick-built curtain wall installation?

Unitised curtain wall systems consist of factory-assembled panels combining aluminium framing, glass infill, insulation, and weathersealing delivered to site as complete units ready for crane installation. Stick-built systems have aluminium mullions and transoms installed individually on building structure creating a grid into which glass panels are subsequently installed. From safety perspective, unitised systems have advantages including reduced work at heights as most assembly occurs in factory-controlled environments, shorter installation duration on facades reducing exposure hours, larger prefabricated units that are crane-lifted rather than manually handled at heights, and more controlled quality as factory assembly allows comprehensive inspection before delivery. However, unitised systems require heavy-duty crane capacity for units weighing 500-2000 kilograms, require precise building structure tolerances as units have limited field adjustment capability, and create significant consequences if units are damaged during transport or crane lifting as replacement requires complete unit fabrication. Stick-built systems require extensive work at heights for member installation and glass fitting, longer installation durations increasing exposure to weather and other trades, but allow greater tolerance for building structure variations as components can be field-adjusted, use smaller lighter components reducing crane capacity requirements, and allow easier replacement of damaged individual components. Safety planning must address specific hazards of chosen system type including heavy crane lifting for unitised systems versus extended exposure at heights for stick-built installations.

How is structural silicone quality assured during installation?

Structural silicone quality assurance requires systematic procedures throughout material procurement, storage, application, cure, and testing phases. Begin with mock-up testing where full-scale sample assemblies are constructed using actual project materials, cured under controlled conditions, and tested to destruction verifying bond strengths meet or exceed design requirements (typically 350 kPa minimum). Mock-ups identify any material incompatibilities, surface preparation issues, or application technique problems before production installation. Material control procedures verify silicone products are within shelf life (typically 12 months from manufacture date), stored at specified temperatures (typically 5-25 degrees Celsius), and batch-tested to confirm properties match specifications. Surface preparation is critical requiring specialised cleaning procedures to remove all contamination - verify cleanliness using standardised water break test where clean surfaces maintain continuous water film without beading. Application oversight requires trained personnel monitoring bead sizes (typically 6-12mm depending on joint width), proper bead placement, adequate tooling, and cure conditions. Cure monitoring includes temperature and humidity recording throughout cure period (typically 21 days for full cure) ensuring conditions remain within manufacturer specifications. Adhesion testing on completed panels uses destructive pull-off or shear tests at specified frequency (5-10% of panels) with samples tested to failure verifying bond strength. Maintain comprehensive records documenting all quality procedures, material batch numbers, weather conditions, test results, and any non-conformances providing complete traceability. Engage independent third-party testing laboratories to verify adhesion test procedures and validate results providing owner assurance of installation integrity.

What emergency procedures are required for structural glazing operations?

Structural glazing emergency procedures must address multiple potential scenarios given extreme working heights and complexity of operations. Fall from heights rescue procedures are essential as suspended workers in harnesses following fall arrest require retrieval within minutes to prevent suspension trauma. Maintain dedicated rescue equipment on site including rescue descenders, additional harnesses, and lifting equipment. Designate and train rescue team members in self-rescue and assisted rescue techniques. Conduct rescue drills quarterly to maintain competency. Crane emergency procedures address situations where loads cannot be safely completed to landing including emergency lowering procedures, load securing methods if crane operation must cease mid-lift, and communication protocols with emergency services if crane failure occurs. Medical emergency procedures must account for treating injured workers at heights and evacuating casualties from facades to ground level for ambulance access - maintain first aid equipment on access platforms and ensure first aid trained personnel are present during facade operations. Severe weather emergency procedures specify securing partially installed components, evacuating access equipment, and protecting materials from weather damage if work must cease suddenly due to storm approach. Structural failure emergency procedures address partial collapse scenarios including immediate evacuation protocols, exclusion zone expansion, and emergency shoring procedures to prevent progressive collapse. Maintain emergency contact information for crane service providers, access equipment suppliers, structural engineers, and emergency services readily accessible to site supervision. Document all emergency procedures in project safety plans and brief all personnel during site inductions and regular toolbox meetings ensuring everyone understands their roles during emergency response.

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