What this SWMS covers
Roofing removal encompasses the controlled dismantling and removal of roof coverings, battens, purlins, and associated components during building demolition, partial demolition for roof replacement, or structural modification affecting roof systems. This specialised demolition activity differs fundamentally from new roofing installation because workers must operate on progressively weakening structures as roof coverings providing walking surfaces are systematically removed, fall protection anchor points become unavailable as roof structure is dismantled, asbestos-containing materials are frequently encountered in buildings constructed before 1990, and structural stability decreases as roofing contributes to building bracing and rigidity. Australian residential and commercial buildings utilise diverse roofing materials each presenting unique removal challenges and hazards. Metal roofing including corrugated steel or Colorbond sheeting is lightweight, easily removed in large sheets, but creates substantial wind loading, sharp edges, and manual handling challenges. Concrete and clay tiles are heavy (45-55 kg per square metre), removed individually creating extreme manual handling demands, and are extremely fragile when walked upon. Asbestos cement sheeting, prevalent in buildings constructed 1950-1980, presents catastrophic health risks if disturbed improperly and requires licensed removal before general demolition can commence. Membrane or built-up roofing systems on low-slope commercial roofs involve removal of multiple layers, potential chemical exposure from sealants and adhesives, and concealed penetrations creating fall hazards. The fundamental hazard distinguishing roofing removal from other construction activities is the combination of height (typically 3-15 metres above ground for single and double-storey buildings) with progressively deteriorating fall protection as work proceeds. At project commencement, roof surfaces are intact providing walking platforms and anchor point attachment locations. As removal progresses, these surfaces disappear leaving only roof framing, battens, or purlins—none of which were designed as walking surfaces. Workers must transition from working on relatively stable roof coverings to working above increasingly large voids with only structural framing for support. This progressive degradation means fall protection systems that were adequate at commencement become inadequate or impossible to maintain as removal advances, demanding constant reassessment and adaptation of safety systems throughout the project. Roofing removal procedures must address multiple simultaneous hazards creating compounding risks. Workers operate at height creating fall potential resulting in serious injury or death. They manually handle heavy materials (individual concrete tiles weighing 3-4kg, sheeting bundles exceeding 25kg) while maintaining balance on sloped surfaces. They work in environmental extremes including intense solar radiation causing heat stress, high winds creating instability and material control difficulties, and wet conditions making surfaces slippery. They may encounter asbestos requiring immediate work stoppage and licensed removal procedures. They create falling object hazards for workers and public below as materials are lowered or accidentally dropped. They weaken building structure potentially affecting stability of walls and other elements relying on roof for bracing. Roof access methods vary based on building height, roof slope, and site constraints. Single-storey residential buildings may be accessed using scaffolding providing edge protection and safe working platforms, mobile scaffolding or elevated work platforms positioning workers at roof level with protection, or ladder access where scaffold is impractical though this presents highest fall risk. Multi-storey buildings require scaffolding with appropriate working platforms and edge protection at each level, or rope access techniques by specialist operators for buildings where scaffold is prohibitively expensive or physically impossible. Roof access must be established before any roofing removal commences, providing safe means for workers to reach roof level without climbing building walls, eaves, or rainwater goods which are never designed as access routes and may fail under worker weight. Material lowering systems are essential for safe roofing removal preventing workers from throwing materials off roofs—a practice that is both illegal and extremely dangerous. Tile shoots or rubbish chutes provide controlled descent paths for small materials like tiles or timber battens, terminating in skip bins or designated landing areas. Crane or elevated work platform lifts accommodate larger material bundles including sheeting panels or structural timber, with proper slinging and rigging procedures. Rope and pulley systems manually operated from ground level lower materials in controlled manner for projects where crane access is impractical. Ground level exclusion zones beneath material lowering operations prevent workers or public from being struck by falling materials if loads shift or rigging fails. Weather conditions dominate roofing removal scheduling and work procedures. Work cannot proceed safely in wind speeds exceeding 40 km/h as sheeting and workers become unstable, in rain or immediately after rain when roof surfaces become lethally slippery, in extreme heat exceeding 35°C creating heat stress risks during physical work at height, in thunderstorm conditions where lightning strike risk affects workers on elevated metal structures, or in low-light conditions preventing workers from seeing roof structure, hazards, or fall protection anchor points. Daily weather monitoring and willingness to postpone work when conditions are unsuitable are essential safety controls—no project schedule pressure justifies working in dangerous weather conditions given the catastrophic consequences of falls from height. Structural engineering input is frequently required for roofing removal projects where roof structure contributes to building stability, where partial roof removal might affect remaining structure, where buildings show signs of structural distress or deterioration, or where removal sequences must be carefully planned to maintain stability throughout the demolition process. Australian Standard AS 2601 requires structural engineering assessment for demolition work affecting structural stability, and this requirement certainly applies to roofing removal on many projects where roof systems provide critical lateral bracing preventing wall collapse or where roof loads contribute to structural balance.
Fully editable, audit-ready, and aligned to Australian WHS standards.