Comprehensive SWMS for structural framing work including wall frames, roof trusses, and steel framing systems

Framing and Trusses - Timber-Steel Safe Work Method Statement

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Structural framing and truss installation forms the skeletal framework of buildings, encompassing wall frame construction, floor framing, and roof truss installation using timber or steel materials. This critical construction phase involves working at height, manual handling of heavy components, and coordination of lifting operations. This Safe Work Method Statement provides comprehensive safety guidance for framing and truss work in accordance with Australian WHS legislation, AS 1684 timber framing standards, and AS 4100 steel structures standards.

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Overview

What this SWMS covers

Structural framing and truss installation creates the primary load-bearing framework that supports floors, walls, and roofs in residential, commercial, and industrial buildings. This work encompasses fabricating and erecting wall frames, installing floor joists and bearers, positioning and securing roof trusses, and installing steel framing systems. Framing work represents a critical phase in construction where the building transitions from foundation to three-dimensional structure, requiring precise measurement, engineering compliance, and coordination among multiple trades. Timber framing remains the dominant method for residential construction in Australia, utilising pine or hardwood members sized according to AS 1684 Residential Timber-Framed Construction standards. Wall frames are typically constructed from 90x45mm or 70x35mm studs with top and bottom plates, assembled on-ground and tilted into position. Floor framing uses joists spanning between bearers or walls, with sizes determined by span tables accounting for loads and deflection limits. Roof trusses, increasingly prefabricated off-site to engineered designs, are lifted into position and secured to wall frames at specified spacing. Temporary bracing is critical throughout construction preventing collapse before permanent structural elements and cladding provide stability. Steel framing has gained substantial market share particularly in commercial construction and multi-storey residential buildings, offering benefits including consistency, termite resistance, and suitability for longer spans. Light gauge steel framing uses cold-formed sections including studs, tracks, and joists typically in thicknesses from 0.55mm to 1.0mm. Heavy structural steel framing employs hot-rolled sections including universal beams and columns for major load-bearing applications. Steel framing requires different skills and equipment compared to timber including metal cutting tools, specific fastening systems, and understanding of thermal bridging and acoustic considerations. Framing work involves numerous high-risk activities regulated under Australian WHS legislation. Working at height during wall frame erection, roof truss installation, and working from erected walls creates fall hazards. Manual handling of heavy frames, long timber members, and steel components causes musculoskeletal injuries. Lifting operations using cranes or elevated work platforms require high-risk work licences and load management. Structural instability during construction before permanent bracing is complete has caused building collapses with fatal consequences. Power tool operation, exposure to treated timber chemicals, and coordination with other trades create additional hazards. This SWMS addresses these hazards through the hierarchy of control, providing practical procedures for safe framing and truss installation across all building types.

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Why this SWMS matters

Falls during framing and truss work represent the leading cause of fatalities in Australian construction, with falls from wall frames during erection, falls through unprotected floor openings, and falls from roof structures accounting for substantial WorkSafe incident reports. The elevation required to install wall frames typically 2.4-3.0 metres high, combined with temporary instability before bracing is complete, creates extreme fall risk. Roof truss installation involves working at even greater heights, often from mobile elevated work platforms or crane-lifted positions, where falls can result in death or permanent disability. Safe Work Australia data consistently identifies falls as preventable through proper planning, appropriate equipment, and documented safety procedures. Structural collapses during framing work have caused multiple fatality incidents in Australian jurisdictions. Inadequate temporary bracing, premature removal of props, overloading of partially completed structures, and failure to follow engineering specifications have resulted in frames collapsing onto workers. These incidents are entirely preventable through compliance with AS 1684 timber framing requirements, AS 4100 steel structures standards, and manufacturer specifications for engineered trusses. The consequences extend beyond individual tragedy to include corporate manslaughter charges, substantial fines, and industry-wide regulatory reviews. The Work Health and Safety Act 2011 specifically classifies framing work involving heights above 2 metres as high-risk construction work under Section 291, triggering mandatory requirements for documented SWMS, competent worker verification, and principal contractor notification. Section 299 requires SWMS to be prepared before work commences, identify all hazards, detail control measures, and be communicated to all workers. For truss installation involving lifting operations, additional requirements under high-risk work licensing apply to crane operators, doggers, and riggers. Failure to comply with these requirements, even where no incident occurs, attracts substantial penalties with WorkSafe inspectors actively monitoring construction sites. Australian Standards provide comprehensive technical guidance for safe framing practices. AS 1684 Residential Timber-Framed Construction specifies member sizes, connection requirements, and bracing provisions. AS 4100 Steel Structures provides design and construction requirements for structural steel. AS/NZS 1170 Structural Design Actions defines load requirements informing temporary bracing design. AS 2550 Cranes, Hoists and Winches establishes requirements for lifting equipment used in truss installation. Compliance with these standards forms part of the reasonable practicability assessment under WHS legislation, with departures requiring engineering justification. Recent prosecutions demonstrate serious consequences for inadequate safety management in framing work. A Victorian building company was fined $200,000 following a worker's death from fall during wall frame erection where no edge protection or fall arrest systems were provided. A Queensland company faced $150,000 in penalties after a wall frame collapse injured three workers, with investigations revealing inadequate temporary bracing contrary to engineering specifications. Individual site supervisors have received fines exceeding $50,000 and suspended sentences where negligence contributed to serious incidents. Having comprehensive, task-specific SWMS demonstrates due diligence, provides defensible documentation for legal proceedings, facilitates effective worker communication through toolbox meetings, and establishes clear safety expectations for all personnel involved in framing operations.

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Hazard identification

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

Risk register

Falls During Wall Frame Erection and Walking on Frames

High

Erecting wall frames requires workers to lift, position, and temporarily brace frames that are 2.4-3.0 metres high before permanent fixing and stability is achieved. Workers often stand on bottom plates or erected frames to position top plates and install bracing, creating significant fall hazards. Walking along top plates of wall frames to access work areas or position adjacent frames is particularly hazardous as the narrow surface provides unstable footing, especially before ceiling joists or roof trusses connect frames together. Falls from erected frames typically result in serious injuries including spinal damage, head injuries, and fractures. Risk factors include windy conditions affecting balance, wet surfaces on timber, rushed work, inadequate temporary bracing causing frame movement, and fatigue affecting coordination.

Structural Collapse from Inadequate Temporary Bracing

High

Wall frames and roof structures lack inherent stability until permanent bracing, ceiling joists, and cladding are installed. Temporary bracing is essential to prevent collapse from wind loads, impact, or unintended forces during construction. Inadequate temporary bracing has caused catastrophic collapses killing and injuring multiple workers. Timber wall frames require diagonal bracing both in-plane and perpendicular to prevent racking and overturning. Steel frames require temporary props and wind posts. Roof trusses need progressive bracing installed according to manufacturer specifications as erection proceeds. Common failures include insufficient bracing, inadequate fixing of bracing, premature removal of props, and not following engineering details. Wind gusts can topple unbraced frames without warning.

Manual Handling of Heavy Framing Members

High

Framing involves frequent manual handling of heavy materials including wall frames weighing several hundred kilograms, individual timber bearers and joists up to 40kg, long steel members, and roof trusses. Wall frames are particularly hazardous during tilting up operations requiring coordinated team lifting while controlling the frame. Bearers spanning 6-7 metres in hardwood are extremely heavy and awkward. Steel framing members have sharp edges increasing injury risk. Manual handling occurs in difficult positions including overhead work, on uneven surfaces, and in confined spaces. Repetitive lifting throughout the day causes cumulative fatigue. Inadequate coordination during team lifting causes sudden loading when one person loses grip. Long members striking other workers or structures during positioning causes secondary injuries.

Falls from Height During Roof Truss Installation

High

Roof truss installation involves working at substantial heights, typically 3-6 metres for residential construction and higher for commercial buildings. Workers position and secure trusses from elevated work platforms, mobile scaffolds, or temporary working platforms installed on wall frames. The work requires reaching beyond platform edges to position bracing and fix trusses. Working on installed trusses to fit progressive bracing involves walking on narrow members without fall protection. Temporary instability of trusses before bracing is complete creates movement hazards. Weather exposure including wind makes maintaining balance difficult. Falls from roof level cause the highest proportion of construction fatalities.

Crane and Lifting Equipment Incidents

High

Lifting roof trusses, steel beams, and heavy wall frames using cranes involves multiple hazards including load drops, struck-by incidents from swinging loads, equipment failure, and electrocution from contact with overhead power lines. Improper rigging causes loads to shift or fall during lifting. Exceeding crane capacity can cause structural failure. Communication failures between crane operator, dogger, and workers positioning loads creates dangerous situations. Working beneath suspended loads is prohibited but occurs when workers rush to position materials. Contact with overhead power lines causes electrocution of crane operators and ground crew. Wind affects suspended loads making control difficult.

Power Tool Operation Hazards

Medium

Framing requires extensive power tool use including circular saws, nail guns, impact drivers, and angle grinders for steel cutting. Circular saws present kickback and laceration risks, particularly when cutting structural timber with knots and irregularities. Pneumatic nail guns can misfire, double-fire, or discharge nails through materials striking workers on opposite sides. Operating nail guns on wall frames at height increases risk of falls if kickback affects balance. Angle grinders cutting steel generate hot sparks presenting fire and eye injury risks. Damaged power cords create electrocution hazards. Repetitive nail gun use causes hand-arm vibration syndrome. Working in awkward positions affects tool control.

Unprotected Floor and Roof Openings

High

During floor framing before decking is installed, large unprotected openings exist between joists creating fall-through hazards. Stairwell openings in multi-storey construction remain unprotected during framing stages. Roof penetrations for services and access create openings that may not be immediately apparent. Workers can step into openings when carrying materials obstructing view, in poor lighting conditions, or when distracted. Fall-through incidents occur even with experienced workers who believe they know opening locations. Openings become particularly hazardous in cluttered conditions where temporary covering may be displaced or removed.

Exposure to Treated Timber Chemicals

Medium

Structural framing commonly uses CCA, ACQ, or copper azole treated pine for bottom plates, bearers in subfloor areas, and any timber in ground contact or termite risk areas. Cutting, drilling, and handling treated timber creates exposure through skin contact and inhalation of sawdust containing hazardous preservatives. Chronic exposure to copper-chrome-arsenate compounds presents long-term health risks. Workers often handle treated timber without gloves, particularly during manual handling operations. Sawdust accumulates on skin and clothing. Inadequate hand washing before eating allows ingestion. Burning treated timber off-cuts, sometimes done to manage waste, releases extremely toxic fumes containing arsenic compounds.

Control measures

Deploy layered controls aligned to the hierarchy of hazard management.

Implementation guide

Mobile Elevated Work Platforms for Safe Access

Engineering

Using mobile elevated work platforms (MEWPs) provides safe working platforms at height for framing and truss work, eliminating reliance on ladders or standing on erected frames. Scissor lifts and boom lifts rated for personnel access provide stable platforms with guardrails, preventing falls while allowing positioning of materials and installation of fixings. MEWPs eliminate the need to walk on wall frame top plates or work from inadequate temporary platforms. This engineering control is highly effective when platforms are correctly positioned and workers remain within guardrail protection.

Implementation

1. Verify MEWP operators hold current high-risk work licences appropriate for equipment type (WP licence for boom-type, or specific endorsements) 2. Conduct pre-start inspection of MEWP checking hydraulic systems, emergency lowering function, guardrails, outriggers, and controls 3. Position MEWP on stable, level ground with outriggers fully extended and pads under feet distributing load - use timber pads on soft ground 4. Verify overhead clearances including power lines, building eaves, and tree branches before raising platform 5. Mandate harness use connected to platform anchor points when working from boom-type MEWPs as per manufacturer requirements 6. Position platform to allow work within guardrail protection without leaning beyond platform edge or standing on rails 7. Establish exclusion zones around MEWP base preventing workers from being struck if equipment shifts or materials fall 8. Never exceed platform load rating including workers, tools, and materials - verify load capacity from rating plate 9. Lower platform and reposition as work progresses rather than reaching beyond safe working envelope 10. Implement ground spotter when MEWP is operating near overhead obstructions or in congested areas 11. Ensure emergency lowering procedures are understood by ground crew in case of equipment failure 12. Maintain MEWP service records and ensure equipment receives regular inspection per manufacturer intervals

Comprehensive Temporary Bracing Systems

Engineering

Installing engineered temporary bracing systems prevents structural collapse during construction before permanent stability elements are in place. Temporary bracing must be designed to withstand construction loads and wind forces specific to the partially completed structure. This engineering control creates physical stability making collapse highly unlikely when correctly implemented. Bracing must remain in place until permanent structural elements provide equivalent stability.

Implementation

1. Obtain temporary works design from qualified engineer specifying bracing locations, member sizes, fixing requirements, and installation sequence for timber and steel framing 2. Install temporary diagonal bracing to timber wall frames immediately upon erection, fixing bracing at maximum 45-degree angle to provide racking resistance 3. Provide perpendicular (out-of-plane) bracing preventing wall frames from overturning sideways, using props from ground or bracing to adjacent stable structures 4. Install temporary wind posts to steel framing at intervals specified in design, typically at maximum 6-metre centres, extending to ground level or stable lower structure 5. Implement progressive bracing for roof trrusses installing specified bracing as each truss is positioned - never erect multiple trusses before bracing preceding ones 6. Use structural-grade timber for temporary bracing members capable of withstanding compression and tension forces without buckling 7. Fix bracing with adequate fasteners - minimum two 75mm x 3.75mm nails at each connection for timber bracing, or bolted connections for heavy steel applications 8. Mark temporary bracing with high-visibility tape or paint indicating it must not be removed until permanent structure is complete 9. Inspect bracing daily for damage, loosening, or removal by other trades, reinstating immediately if deficiencies found 10. Prohibit removal of temporary bracing without approval from supervisor or engineer confirming permanent stability is achieved 11. Document bracing installation with photographs showing compliance with design requirements 12. Increase bracing during severe weather periods if wind forecasts exceed design assumptions

Mechanical Lifting Equipment and Crane Operations

Engineering

Using mechanical lifting equipment including mobile cranes, tower cranes, telehandlers, and gantry systems eliminates manual handling of heavy framing members and roof trusses. This engineering control reduces musculoskeletal injury risk and enables safe positioning of loads that would be impossible to handle manually. Proper planning, licensed operators, and rigging verification make mechanical lifting highly effective.

Implementation

1. Engage licensed crane operators holding appropriate high-risk work licences for crane type and capacity (C1, C2, or C6 for non-slewing cranes) 2. Verify doggers and riggers performing load attachment and guidance hold current DG and RG licences respectively 3. Conduct lift planning before operations identifying load weights, lift radius, ground conditions, overhead obstructions, and power line clearances 4. Maintain minimum approach distances to power lines: 3 metres for voltages up to 132kV, 6 metres for 132-330kV, or obtain clearance from power authority 5. Select lifting equipment with capacity exceeding maximum load including materials, rigging gear, and safety margins 6. Inspect rigging gear including slings, shackles, and spreader bars before use, checking for damage, wear, and current test certification 7. Attach loads using appropriate rigging configuration distributing forces to prevent member damage - use spreader bars for trusses preventing compression 8. Establish exclusion zones beneath suspended loads preventing any personnel from entering area while loads are elevated 9. Implement communication system between dogger and crane operator using radio or hand signals per AS 2550 standard codes 10. Position loads directly to installation location minimising time loads remain suspended 11. Secure loads immediately upon placement before releasing rigging, using temporary props or fixings preventing movement 12. Never exceed crane load chart ratings accounting for lift radius, boom configuration, and outrigger position 13. Cease lifting operations if wind speed exceeds equipment rating or load becomes difficult to control 14. Document daily crane inspections and maintain service records demonstrating regular maintenance

Floor Opening Protection Systems

Engineering

Installing physical protection over floor openings, stair voids, and other penetrations prevents fall-through incidents during framing work. This engineering control uses load-rated covers or protective guardrails creating physical barriers that prevent falls even if workers inadvertently step toward openings. Protection must be clearly marked, securely fixed, and remain in place throughout construction until permanent barriers are installed.

Implementation

1. Cover all floor openings exceeding 50mm width with load-rated plywood minimum 17mm thick capable of supporting anticipated loads including workers and materials 2. Mark all covers with high-visibility paint or stenciling indicating 'OPENING - DO NOT REMOVE' or similar prominent warning 3. Secure covers with screws or fixings at minimum 400mm centres preventing displacement from impact or wind - loose-laid covers are inadequate 4. Alternatively, install temporary guardrail systems around openings where covers would interfere with material access or lifting operations 5. Construct guardrails to AS/NZS 4994 specifications with top rail at 900-1100mm, mid-rail at approximately 500mm, and toe board minimum 100mm high 6. Protect stairwell openings with substantial barriers immediately upon cutting or forming opening, before any framing work proceeds at that level 7. Establish responsibility for reinstating protection immediately if covers must be temporarily removed for material passing or lifting operations 8. Inspect opening protection daily checking covers remain secured and marked, and guardrails have not been damaged or removed 9. Install safety mesh beneath floor joists before decking installation preventing fall-through if workers access lower levels 10. Brief all workers on opening locations at start of each shift, highlighting any changes from previous day 11. Progressively eliminate openings by installing permanent floor decking, stairs, and closures as quickly as work sequence permits 12. Document opening protection on site plans showing locations and protection method

Tilting Frames Safely with Props and Team Coordination

Engineering/Administrative

Implementing controlled wall frame tilting procedures using props, bracing, and coordinated team lifting reduces injury risk during this high-risk activity. This control combines engineering elements (props and bracing) with administrative elements (team coordination and communication protocols). Proper tilting technique distributes forces, maintains control, and prevents sudden collapse or loss of grip causing injuries.

Implementation

1. Assess frame weight and dimensions before tilting, engaging minimum four workers for frames exceeding 4 metres width or standard ceiling height 2. Clear area beyond frame of obstacles, ensuring adequate space for frame to reach vertical without striking structures or materials 3. Install props positioned at approximately 2/3 of frame height, using structural timber minimum 90x45mm securely fixed at base and to frame 4. Position workers at regular intervals along frame bottom plate for balanced lifting - maximum one worker per 1.5 metres of frame length 5. Appoint lift coordinator who controls operation through verbal commands ensuring synchronised movement 6. Use standard commands: 'Ready' (workers grip frame), 'Brace' (workers prepare to lift), 'Lift' (begin raising), 'Hold' (pause movement), 'Lower' (return to ground) 7. Lift frame progressively, maintaining controlled speed and regular communication, stopping if any worker indicates difficulty 8. As frame approaches vertical, some workers transition from pushing to pulling to prevent over-tilting 9. Install temporary bracing immediately upon frame reaching vertical position, before proceeding to additional frames 10. Consider mechanical tilting equipment such as frame tilters for heavy commercial frames exceeding manual handling capacity 11. Brief all workers on emergency procedures if frame begins to fall unexpectedly - drop frame and move clear rather than attempting to hold 12. Never work in path where frame would fall if control is lost - position workers to sides of frame direction 13. Inspect bottom plate position during tilting ensuring it does not slip on slab causing sudden frame movement

Power Tool Safety Programme

Administrative/Engineering

Implementing comprehensive power tool safety measures combines tool selection and maintenance (engineering) with training and procedures (administrative). This multi-layered approach addresses tool-related hazards through equipment controls, electrical protection, and operator competency. Regular inspection and immediate removal of faulty equipment prevents most tool-related incidents.

Implementation

1. Verify all electrical equipment is protected by RCD rated at maximum 30mA trip current, testing RCD function using test button daily before use 2. Inspect all power tools at shift commencement using checklist covering blade guards, electrical cords, switches, safety mechanisms, and structural integrity 3. Immediately tag and remove faulty equipment from service using 'OUT OF SERVICE - DO NOT USE' tags, preventing unauthorised use until repaired 4. Use sequential trigger nail guns rather than contact-trip models to prevent double-fire incidents and unintended discharge 5. Select appropriate consumables for materials - TCT blades for treated timber, metal cutting blades for steel, ensuring correct fitment 6. Maintain service records for all equipment documenting inspections, maintenance, and repairs, with service intervals per manufacturer specifications 7. Provide tool-specific training covering correct operation, common hazards, kickback prevention, and emergency procedures 8. Implement tool restraint systems (lanyards) for tools used at height preventing dropped tool incidents 9. Route electrical cords overhead using cable hangers or support systems preventing trip hazards and damage from traffic 10. Establish tool storage location securing equipment at end of shifts preventing theft and weather damage 11. Provide appropriate PPE including safety glasses with side shields, hearing protection for extended use, and cut-resistant gloves for material handling 12. Brief workers on nail gun hazards including prohibition of pointing at persons, sequential trigger operation, and correct air pressure settings 13. Prohibit use of damaged or modified tools including removal of guards, bypassed safety mechanisms, or improvised repairs

Chemical Exposure Controls for Treated Timber

Substitution/Engineering/PPE

Managing treated timber exposure requires multiple controls including material substitution where possible, dust extraction, and personal protective equipment. This approach recognises that elimination is often not possible as treated timber serves specific purposes, requiring implementation of multiple complementary controls to minimise exposure.

Implementation

1. Identify all treated timber through stamps, labelling, or documentation noting treatment type (CCA, ACQ, copper azole) as chemical composition affects exposure risk 2. Substitute with naturally durable hardwoods or alternative materials where treatment is not structurally required 3. Implement on-tool dust extraction using HEPA-filtered vacuum systems when cutting treated timber, capturing dust at source 4. Perform all cutting operations in well-ventilated outdoor areas, never in enclosed spaces or inside partially completed structures 5. Provide and mandate use of P2 or P3 rated disposable respirators when cutting treated timber without adequate dust extraction or in dusty conditions 6. Supply chemical-resistant gloves for handling treated timber, particularly during extended handling such as manual frame tilting 7. Establish handwashing facilities with soap and water, mandating hand washing before eating, drinking, or smoking to prevent ingestion 8. Provide barrier cream as additional skin protection for workers handling treated timber throughout shifts 9. Prohibit burning of treated timber off-cuts, arranging disposal through licensed waste contractor familiar with hazardous waste requirements 10. Seal cut ends of treated timber with proprietary end sealant reducing preservative leaching and extending service life 11. Brief workers on identification of treated timber, specific chemical hazards of different treatments, and protection requirements during toolbox meetings 12. Display hazard information and Safety Data Sheets for timber treatments at site location accessible to all workers 13. Monitor atmospheric dust levels when undertaking extensive cutting of treated timber verifying workplace exposure standards are not exceeded

Download complete control procedures

Personal protective equipment

Requirement: Hard hats to AS/NZS 1801 Type 1 with chin strap

When: Mandatory at all times on framing sites, particularly critical beneath lifting operations, crane work, and when working at multiple levels where overhead hazards exist

Requirement: Lace-up boots with steel toe caps, ankle support, and slip-resistant soles

When: Required continuously on construction sites, providing protection from dropped framing members, crush injuries from tilting frames, and punctures from protruding nails and fasteners

Requirement: Impact-resistant glasses with side protection, face shields for grinding operations

When: Mandatory during all power tool operation, cutting activities, and when working beneath others. Face shields required for angle grinding of steel and extended cutting operations

Requirement: Class 4-5 earplugs or Class 3-5 earmuffs depending on noise exposure levels

When: Required during operation of power tools including circular saws, nail guns, and angle grinders exceeding 85dB(A), particularly during extended use periods

Requirement: P2 or P3 disposable respirators for dust, higher protection factors for extended treated timber cutting

When: Mandatory when cutting treated timber without on-tool dust extraction, grinding steel, or working in dusty conditions. Higher protection required for extensive cutting generating substantial dust

Requirement: General purpose work gloves for material handling, chemical-resistant gloves for treated timber, cut-resistant gloves for steel handling

When: Required when handling timber and steel to prevent splinters, cuts, and chemical exposure. Remove gloves when operating rotating power tools to prevent entanglement

Requirement: Class D day/night high-visibility vest or shirt with reflective tape

When: Required at all times on construction sites where mobile plant operates, during crane operations, and when working in areas with vehicle traffic or multiple work zones

Requirement: Full-body harness with dorsal and frontal attachment points, shock-absorbing lanyard or self-retracting lifeline

When: Required when working at heights exceeding 2 metres where edge protection cannot be installed, working from boom-type MEWPs, or walking on installed roof trusses before permanent roof structure complete

Requirement: Heavy-duty leather gloves for manual handling of rough timber and steel members

When: Required during manual handling operations including frame tilting, positioning bearers and joists, and handling steel members with sharp edges. Provides protection from splinters, cuts, and abrasions

Inspections & checks

Before work starts

✓Verify all workers hold current Construction Induction White Cards and relevant carpentry qualifications or apprenticeship documentation
✓Check weather forecast for wind speeds, rainfall, and extreme temperatures that may affect lifting operations or structural stability
✓Inspect all power tools for damage, operational guards, and current electrical test tags (maximum 3 months old for construction tools)
✓Test RCD protection using test button to verify operation before connecting electrical equipment
✓If using MEWP or crane, verify operators hold current high-risk work licences appropriate for equipment type
✓Inspect ladder access equipment for damage, stability, and compliance with AS 1657 load ratings
✓Check temporary bracing materials are available including structural-grade timber, fixings, and props meeting design specifications
✓Verify lifting equipment if required has current certification, inspection records, and appropriate load capacity for framing members
✓Inspect rigging gear including slings, shackles, and chains checking for damage, wear, and current proof test dates
✓Confirm first aid kit is fully stocked, location known to all workers, and first aid trained personnel are on site
✓Verify emergency contact numbers are displayed prominently and evacuation procedures understood by all workers
✓Check material storage areas for stability with frames, trusses, and members stored on level blocking preventing displacement or collapse

During work

✓Monitor temporary bracing integrity throughout shift checking for loosening, damage, or removal by other trades, reinstating immediately if deficiencies found
✓Inspect floor and roof opening protection remains in place with covers secured and marked, and guardrails intact
✓Conduct ongoing housekeeping removing off-cuts, packaging, and trip hazards from work areas as work progresses
✓Monitor weather conditions particularly wind speed affecting structural stability and lifting operations, ceasing work if conditions exceed safe parameters
✓Verify workers are using appropriate PPE including hearing protection during extended power tool use and respiratory protection when cutting treated timber
✓Check power tool electrical cords remain undamaged and protected by functional RCD throughout shift
✓Monitor exclusion zones beneath suspended loads and overhead work remain clear with barriers and signage in place
✓Inspect erected wall frames for plumb and temporary stability before continuing to next frames or proceeding to upper levels
✓Verify lifting equipment remains in safe operating condition with no evidence of overloading, damage, or malfunction
✓Monitor worker fatigue levels particularly during manual handling activities, enforcing scheduled breaks and task rotation
✓Check communication systems between crane operators and ground crew function correctly if lifting operations are underway
✓Verify fall arrest systems remain connected if in use, with no shock load indicators triggered on lanyards or self-retracting lifelines

After work

✓Secure partially erected frames with adequate temporary bracing capable of withstanding overnight wind loads and preventing unauthorised interference
✓Remove or secure ladders and access equipment preventing unauthorised site access after hours
✓Cover floor openings if protection has been temporarily removed during work, ensuring all openings are protected before leaving site
✓Inspect and store all power tools in secure weatherproof location with cords coiled and protected from damage
✓Document any hazards identified during shift in site diary including near misses, equipment malfunctions, or unsafe conditions
✓Report any injuries or incidents immediately to site supervisor completing incident report forms and notification to WorkSafe if required
✓Remove combustible waste including treated timber off-cuts to designated waste area for proper disposal
✓Ensure first aid kit is restocked if supplies were used during shift
✓Lower boom-type MEWPs to travel position and secure in designated parking area with controls isolated
✓Brief following shift or subsequent day crews on work progress, remaining hazards, and critical temporary works including bracing locations

Step-by-step work procedure

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

Field ready

Site Preparation and Material Delivery

Commence framing work with comprehensive site preparation ensuring safe working environment and material accessibility. Verify concrete slab or floor substrate has cured adequately (minimum 7 days for normal applications) and achieved design strength before loading with framing materials. Mark wall frame locations on slab using chalk lines or spray paint following architectural plans and ensuring square corners verified through diagonal measurements. Establish material storage areas on stable, level ground positioned to minimise double handling but not obstructing work areas or access routes. Coordinate material delivery timing with work schedule to prevent congestion and damage from weather exposure. When receiving framing materials, inspect for damage during transport including cracked or bowed members, moisture damage to treated timber, and dented or bent steel framing. Stack wall frame materials on level blocking minimum 150mm above ground preventing moisture absorption and contamination. Store roof trusses according to manufacturer instructions typically flat on blocking at support points, preventing distortion. Separate different material types and sizes facilitating identification and access during construction. Cover materials with waterproof tarpaulins if rain is forecasted. Establish clear site access routes for mobile equipment including MEWPs and cranes, verifying ground bearing capacity and overhead clearances. Install site amenities including first aid facilities, drinking water, and weather protection areas for workers.

Safety considerations

Material storage collapse has caused serious injuries requiring proper blocking and restraint. Moisture-damaged timber loses strength creating structural risks. Overhead obstructions including power lines create electrocution risk during crane operations requiring clearance verification. Inadequate ground bearing causes MEWP instability and potential tip-over.

Wall Frame Construction and Preparation

Construct wall frames on flat assembly area ensuring accurate dimensions, square corners, and correct member spacing. Transfer dimensions from architectural plans to frame members marking stud locations at specified centres (typically 450mm or 600mm for timber, 600mm for steel). Cut top and bottom plates to exact length checking for square using carpenter's square. Position studs between plates checking each stud for bows or defects that would affect wall straightness. For timber frames, nail studs to plates using minimum two 75mm x 3.75mm hand-driven nails or equivalent pneumatic nails at each connection. For steel frames, use self-drilling screws appropriate for frame thickness and profile, ensuring adequate thread engagement. Install noggins (horizontal bracing between studs) at mid-height or as specified for structural or cladding fixing purposes. Construct corners using multiple studs configured to provide nailing surface on both walls. Install lintel supports above door and window openings using engineered lintels sized according to AS 1684 span tables accounting for imposed loads. Mark locations of plumbing and electrical penetrations allowing installation before tilting frames. Check frame dimensions across diagonals confirming frame is square within 5mm tolerance. Construct all frames for a particular wall run including return walls before proceeding to erection, allowing efficient workflow. Document frame construction with photographs showing compliance with specifications.

Safety considerations

Manual handling of frame members causes back and shoulder strains requiring proper lifting technique. Nail gun operation presents puncture wound risk particularly when framing on uneven surfaces affecting balance. Working on ground-level framing creates bending and kneeling postures causing knee and back strain mitigated through task rotation and knee pads.

Wall Frame Tilting and Initial Fixing

Erect wall frames using controlled tilting procedure with adequate personnel and temporary support systems. Position minimum four workers spaced evenly along frame bottom plate for balanced lifting. Clear area beyond frame ensuring adequate space for frame to reach vertical without striking objects. Install tilting props positioned at approximately 2/3 frame height using structural timber minimum 90x45mm braced at ground and to frame preventing sideways displacement. Appoint lift coordinator who controls operation through clear verbal commands. Workers grip frame and on command progressively raise frame maintaining communication throughout. As frame approaches vertical some workers transition from pushing to pulling preventing over-tilting. Guide bottom plate to marked position on slab. Immediately upon reaching vertical install temporary diagonal bracing from frame top plate to slab or stable adjacent structure at approximately 45-degree angle using structural-grade timber fixed with minimum two 75mm nails at each end. Install out-of-plane bracing (perpendicular to wall) preventing frame from overturning sideways. For steel frames, install temporary wind posts at maximum 6-metre centres extending to ground level. Verify frame is plumb using spirit level in both directions, adjusting with wedges or packers under bottom plate if necessary. Fix bottom plate to concrete slab using masonry anchors or shot-fired pins at maximum 1200mm centres. Install additional temporary bracing as required ensuring frame cannot be displaced by wind or impact. Mark temporary bracing indicating it must not be removed. Only proceed to erecting additional frames once preceding frame is adequately braced and stable.

Safety considerations

Frame tilting creates extreme manual handling risk requiring team coordination. Loss of control during tilting can cause frame to fall crushing workers in path. Inadequate temporary bracing allows frames to collapse from wind or impact causing fatalities. Workers must never position themselves where frame would fall if control lost. Emergency procedure is to drop frame and move clear rather than attempting to hold falling frame.

Floor and Ceiling Joist Installation

Install floor or ceiling joists creating intermediate floor structures or ceiling platforms. For floor framing, position bearers on piers or supporting walls ensuring level support across entire bearer span. Fix bearers to supports using appropriate brackets or bolted connections preventing lateral movement. Mark joist spacing on bearers according to design typically 450mm centres for domestic construction. Position joists perpendicular to bearers checking for crowns (upward bows) and installing crown-up to prevent sagging. Use joist hangers where specified ensuring correct hanger type for joist dimensions, or notch joists over bearers where bearing support is adequate. Nail joist hangers with full complement of specified nails - inadequate nailing causes connection failure. Install blocking or strutting between joists at mid-span for long spans preventing lateral movement and distributing loads. Install trimming joists around stairwell openings and service penetrations using doubled joists where headers carry additional loads. Verify floor level across entire floor area using spirit level or laser level, packing joists where necessary. Before proceeding with flooring installation, install safety mesh beneath joist system preventing fall-through if workers access lower level, or establish exclusion zones preventing access to levels below. Protect all floor openings exceeding 50mm with load-rated covers or guardrails before any work proceeds at this level. For ceiling joists, install from elevated work platform or scaffold ensuring adequate edge protection where platform edges occur. Ceiling joists tie opposing wall frames together providing structural stability allowing reduction in temporary bracing once joists are fully installed and fixed.

Safety considerations

Work at height during ceiling joist installation creates fall hazards requiring MEWP or scaffold with edge protection. Unprotected floor openings create fall-through risk requiring immediate covering or guardrailing. Manual handling of long joists, particularly in hardwood, causes back injuries requiring mechanical assistance or team lifting. Walking on joists before flooring installation creates fall risk requiring temporary walkways or working from MEWPs.

Roof Truss Lifting and Positioning

Install roof trusses using crane or mechanical lifting equipment following engineered truss design and bracing specifications. Conduct pre-lift planning meeting with crane operator, dogger, rigger, and positioning crew discussing lift sequence, weights, rigging method, communication protocols, and emergency procedures. Verify ground conditions can support crane outrigger loads using load distribution pads. Position crane considering lift radius to farthest truss location and maintaining minimum 3-metre clearance from overhead power lines or obtaining authority clearance. Attach lifting gear to trusses using spreader bars preventing compression forces on truss members, or lift from engineered lifting points if provided by truss manufacturer. Establish exclusion zone beneath suspended loads preventing personnel from entering area while trusses are elevated. Use tag lines controlling truss orientation during lifting preventing swinging and striking structures or workers. Position first truss at gable end verifying correct orientation, plumb alignment, and positive fixing before releasing rigging. Install temporary bracing according to truss manufacturer specifications typically requiring progressive bracing as trusses are installed rather than erecting multiple trusses before bracing. Common bracing pattern includes continuous top chord bracing, bottom chord bracing, and web bracing at specified centres. Ensure bracing is fixed securely to each truss with adequate nails or screws preventing displacement. Install permanent truss connections to wall frames using structural brackets or fixings specified in engineering. Position subsequent trusses at exact spacing typically 600mm or 900mm centres. Some workers will position trusses from elevated work platform or installed trusses - if working from trusses, full-body harnesses connected to horizontal lifeline or fall arrest system are mandatory. Verify all temporary bracing remains in place until permanent roof structure including battens, sarking, and cladding provide adequate stability.

Safety considerations

Work at substantial height during truss installation creates high-risk fall scenario with likely fatal outcome from falls. Suspended trusses can swing unexpectedly from wind creating struck-by hazards. Inadequate progressive bracing has caused entire roof structures to collapse domino-style killing multiple workers. Walking on installed trusses to position subsequent trusses requires fall arrest systems as engineering control (edge protection) is not feasible. Crane contact with power lines causes electrocution of operator and ground crew.

Installation of Permanent Bracing and Verification

Install permanent structural bracing to wall and roof structures providing lateral stability against wind and earthquake forces. For timber wall frames, install bracing in accordance with AS 1684 requirements which may include diagonal timber bracing straps, structural plywood bracing panels, or steel strap bracing depending on design wind classification. Diagonal bracing straps must be installed at specified angle typically 45-60 degrees, fixed with adequate fasteners at each stud intersection and terminated in structural members at top and bottom. Plywood bracing panels typically minimum 7mm structural grade must be fixed with nails at specified centres around perimeter and intermediate supports. Install wall frame racking bracing preventing in-plane movement and cross-bracing preventing out-of-plane overturning. For roof structures, install permanent bracing to truss systems including top chord lateral bracing, bottom chord bracing for ceilings, and web bracing distributing wind loads. Ensure all bracing is installed in accordance with engineering specifications or truss manufacturer instructions - never omit bracing or substitute with different materials without engineering approval. For steel-framed structures, install permanent cross-bracing using steel rod or angle sections with turnbuckles allowing tensioning. Mark completion of permanent bracing on construction drawings or inspection schedules. Photograph completed bracing for certification records as bracing becomes concealed behind cladding. Once permanent bracing is verified complete and adequate, temporary bracing may be progressively removed but only after confirming permanent structure provides equivalent or greater stability. Obtain engineering verification or certification that structure has adequate lateral stability before removing significant temporary works.

Safety considerations

Working at height to install roof bracing requires fall protection through MEWP access or fall arrest systems. Premature removal of temporary bracing before permanent bracing is adequate has caused structural collapses. Inadequate permanent bracing may not cause immediate collapse but structure fails during extreme wind events potentially years after construction. Verification of bracing adequacy is critical requiring competent assessment.

Quality Inspection and Compliance Verification

Conduct comprehensive inspection of completed framing work verifying compliance with architectural plans, engineering specifications, and Australian Standards. Check all wall frame dimensions against plans confirming correct positioning, openings located accurately, and frames are plumb and straight. Verify wall frame stud spacing complies with specifications typically 450mm or 600mm centres maximum. Inspect all structural connections including bottom plate fixing to slab, corner connections between walls, and lintel supports ensuring adequate fixings are installed per specifications. For floor framing, verify joist spans comply with AS 1684 span tables for applied loads, joist spacing is within limits, and bearing surfaces are adequate. Check that bearing lengths meet minimum requirements typically 35mm for timber on timber. Inspect roof truss installation confirming correct spacing, positive fixing to wall frames using specified brackets or fixings, and alignment maintaining roof geometry. Verify all permanent bracing is installed per engineering details with adequate fixings and no omissions. Check floor and roof opening protection is in place with load-rated covers or guardrails installed to all openings. Inspect temporary bracing remains adequate pending completion of permanent stability elements. Document inspection findings with photographs and written records noting any deficiencies requiring rectification. For building certification purposes, arrange inspections at hold points specified by building certifier typically including slab pre-pour, frame stage, and pre-lockup. Maintain comprehensive records including material certifications for engineered products such as trusses, structural steel test certificates, and treatment certificates for timber. Ensure any deficiencies identified during inspections are rectified promptly and re-inspected before work proceeds.

Safety considerations

Inspections often require accessing elevated areas and confined spaces presenting fall and access hazards requiring appropriate equipment. Identifying structural deficiencies is critical as proceeding with deficient framing creates collapse risk. Documentation provides defensible evidence of compliance protecting all parties in event of disputes or failures. Building certifier inspections are mandatory hold points where work must not proceed until inspection approval received.

Site Cleanup and Handover Preparation

Complete framing stage with comprehensive site cleanup and preparation for following trades. Remove all temporary bracing as permanent structural elements become adequate, verifying stability before removal. Clean work areas removing off-cuts, packaging materials, and construction debris that create trip hazards and fire risks. Separate treated timber waste for disposal through licensed contractors - never burn treated timber waste due to toxic fume generation. Stack reusable materials in designated storage areas protected from weather and preventing obstruction of access routes. Remove or prominently mark floor openings ensuring subsequent trades are aware of fall hazards. Verify all required opening protection remains in place including covers and guardrails. Install temporary barriers at stairwell openings if stairs are not yet constructed. Prepare defects list documenting any damaged or defective framing members requiring replacement before cladding installation. Coordinate with following trades including plumbers and electricians briefing them on opening locations, structural members that must not be cut, and remaining fall hazards. Provide copies of engineering drawings to trades requiring drilling or notching of structural members ensuring modifications do not compromise strength. Document completed framing work with comprehensive photographs from multiple angles providing records for dispute resolution and demonstrating construction sequence. Prepare handover documentation for project manager or principal contractor including inspection records, material certifications, engineering compliance statements, and any variations from original design. Ensure temporary weather protection is adequate for partially completed structure preventing water damage and ensuring site security outside working hours.

Safety considerations

Inadequate cleanup creates trip hazards for following trades who may not be familiar with site. Treated timber waste improper disposal creates environmental contamination and potential poisoning if burned. Unmarked openings cause falls for subsequent trade workers. Inadequate coordination between trades creates conflicting work activities and hazardous interactions. Documentation protects against future liability claims by demonstrating compliance and proper construction methods.

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Frequently asked questions

What temporary bracing is required for wall frames and when can it be removed?

Temporary bracing for wall frames must be installed immediately upon erecting each frame and remain in place until permanent structural elements provide equivalent stability. AS 1684 does not provide specific temporary bracing requirements as these are temporary works requiring project-specific design, however common practice requires diagonal bracing at approximately 45 degrees from top plate to stable ground anchor or adjacent structure, plus out-of-plane bracing preventing overturning. Bracing must be structural-grade timber capable of withstanding compression and tension forces without buckling, typically minimum 90x45mm members. Fixing requires minimum two 75mm x 3.75mm nails at each connection point. For multi-storey construction, engineering design of temporary works is mandatory. Temporary bracing can only be removed after permanent bracing elements are installed including structural bracing panels, diagonal bracing straps, or ceiling joists tying opposing walls together. Removal should be progressive rather than removing all bracing simultaneously. In cyclonic regions (wind classifications C1, C2, C3), more substantial temporary bracing is required and often must remain until roof cladding provides diaphragm action. Never remove temporary bracing on assumption that structure is stable without verification - wind loads can topple unbraced frames without warning.

What are the requirements for walking on wall frames or roof trusses during construction?

Walking on top plates of erected wall frames or on installed roof trusses before permanent roof structure is complete constitutes work at height exceeding 2 metres requiring fall protection under Australian WHS legislation. The primary control should be avoiding this exposure by using mobile elevated work platforms (MEWPs) or scaffold providing working platforms with guardrails. Where working from MEWPs is not reasonably practicable due to access constraints or work requirements, fall arrest systems are mandatory. Workers must wear full-body harnesses rated to AS/NZS 1891 connected via shock-absorbing lanyards or self-retracting lifelines to rated anchor points capable of withstanding 15kN minimum load. For roof truss work, horizontal lifeline systems can be installed along ridge or top chord providing continuous attachment point as workers move between trusses. Workers must be trained in harness use, pre-use inspection, connection methods, and emergency procedures including suspension trauma. Walking on bottom chords of trusses is prohibited as these members are designed for tension loads not compression or bending from workers. Truss manufacturers provide specific advice on safe access methods - some trusses incorporate walkway bracing members, while others prohibit worker access entirely. Remember that fall arrest systems arrest falls after they occur rather than preventing falls, so careful footing and three points of contact when moving are essential. WorkSafe inspectors scrutinise work at height practices and expect documented justification for using fall arrest systems rather than engineering controls like edge protection or MEWPs.

What lifting equipment capacity and licensing is required for roof truss installation?

Roof truss lifting requires load capacity calculation accounting for truss weight plus rigging gear and safety factors. Residential roof trusses typically range from 50kg for simple gable trusses up to 500kg+ for complex girder trusses. Manufacturers provide truss weights on engineering documentation which must be verified before selecting lifting equipment. Crane capacity must exceed maximum truss weight at the required lift radius - crane load charts show capacity decreasing as radius increases. Mobile cranes typically used for residential construction (franna cranes or all-terrain cranes) provide adequate capacity but radius and ground conditions must be verified. Crane operators must hold high-risk work licence C1 (slewing mobile crane over 3 tonnes capacity), C2 (non-slewing mobile crane over 3 tonnes), or C6 (non-slewing mobile crane up to 3 tonnes) appropriate to equipment used. Doggers performing load attachment must hold DG Dogging licence. Riggers designing complex lifting arrangements require RB Basic Rigging or RI Intermediate Rigging licence depending on complexity. For residential construction using standard spreader bars and simple rigging, dogging licence is typically adequate. Lifting equipment must have current inspection certificates and load testing. All rigging gear including slings, shackles, and spreader bars must have proof test certification and be within re-test intervals. Before lifting, conduct pre-lift safety check covering equipment condition, ground stability, overhead clearances particularly power lines, weather conditions especially wind, and communication systems. Maintain exclusion zones beneath suspended loads prohibiting any personnel from entering area while loads are elevated.

How should floor openings be protected during framing and subsequent trades work?

Floor openings including stairwell voids, service penetrations, and incomplete flooring areas must be protected immediately upon creation and throughout construction until permanent barriers are installed. Protection methods include load-rated covers or temporary guardrail systems depending on opening size and access requirements. Covers must be structural plywood minimum 17mm thick or equivalent material capable of supporting anticipated loads including workers, materials, and equipment traffic - lightweight covers are inadequate. Secure covers with screws at maximum 400mm centres preventing displacement from impact or wind. Loose-laid covers are dangerous as they shift when stepped on. Mark all covers prominently with high-visibility paint or stenciling indicating 'OPENING - DO NOT REMOVE' or similar warning. For large openings where covers would obstruct material access, install temporary guardrail systems complying with AS/NZS 4994 with top rail at 900-1100mm height, mid-rail at approximately 500mm, and toe board minimum 100mm high. For stairwell openings, substantial barriers are required extending full opening perimeter. Install safety mesh beneath floor joists before installing decking preventing fall-through if workers access lower level. Establish responsibility for reinstating protection immediately if covers are temporarily removed for material passing or lifting operations. Brief all trades on opening locations at start of work and after any changes. Inspect opening protection daily checking covers remain secured and marked, and guardrails have not been damaged. Opening protection is particularly critical during multi-trade periods when trades unfamiliar with site may encounter openings. Progressively eliminate openings by installing permanent stairs, flooring, and closures as construction sequence permits. For building certification, certifiers typically require opening protection verification at frame stage inspection.

What engineering documentation is required for timber and steel framing work?

Timber framing for residential construction under AS 1684 may use deemed-to-satisfy provisions from standard span tables without engineering certification, provided construction complies with all AS 1684 requirements including member sizes, spacing, connection details, and bracing provisions. However, many projects require engineering design due to site-specific conditions including: large spans exceeding span table limits, complex roof geometry, high wind classification areas (cyclonic regions), lightweight cladding requiring additional bracing, or structural modifications from standard configurations. Engineered timber framing requires documented engineering design from qualified structural engineer including member sizes, connection specifications, bracing requirements, and temporary works design for construction stability. Steel framing always requires engineering design as AS 4100 does not provide deemed-to-satisfy provisions equivalent to AS 1684. Steel framing engineers must specify member sections, connection details including bolt grades and quantities, bracing provisions, and typically provide shop drawings for fabrication. Prefabricated roof trusses must have engineering certification from truss manufacturer prepared by qualified engineer including truss design drawings showing member sizes, truss spacing, bearing requirements, bracing requirements, and installation instructions. Truss designs are specific to project wind and load conditions and must not be substituted or modified without engineering approval. For building certification purposes, building certifiers require engineering documentation at application stage and typically hold inspection points to verify construction complies with engineering. Failing to construct in accordance with engineering constitutes non-compliance with Building Code of Australia and WHS requirements. Maintain complete engineering documentation on site for reference during construction, WorkSafe inspections, and building certification inspections. Any proposed variations from engineering design require approval from original engineer and must not proceed without documented engineering approval of modification.

What are the wind speed restrictions for framing and truss installation work?

Work at height during framing operations and crane lifting of trusses must cease when wind speeds create unsafe conditions. While WHS legislation does not specify absolute wind speed limits, industry practice and equipment manufacturer specifications provide guidance. For general work at height from MEWPs or working on elevated structures, wind speeds exceeding 40 km/h typically require work cessation as gusts affect worker balance and increase fall risk. For crane operations lifting trusses or other large components, lower limits apply due to wind loading on suspended loads creating control difficulties. Most crane operators cease lifting when wind speeds approach 30-35 km/h, and manufacturer specifications for specific cranes may stipulate lower limits. Large surface area components such as roof trusses act as sails in wind making control difficult even at moderate wind speeds. Partially erected wall frames without adequate bracing can be displaced by wind speeds exceeding 50 km/h, requiring enhanced temporary bracing during construction if higher winds are forecasted. Establish project-specific wind speed limits based on work type, equipment specifications, and size of components being handled. Monitor weather forecasts daily through Bureau of Meteorology and install on-site wind speed monitoring equipment (anemometer) for real-time measurements on large projects. Empower workers to cease work if they consider wind conditions create unsafe conditions without penalty. Document wind-related work stoppages in site diary. Enhanced temporary bracing may be required if work must cease for extended periods with structures partially completed and storm forecasts indicate high wind events. In tropical cyclone areas, specific protocols are required for securing partially completed structures before cyclone arrival, potentially including removing recently installed trusses that are not adequately braced or installing substantial additional temporary bracing. Building certifiers often specify weather protection requirements for partially completed structures during construction hold points.

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Framing and Trusses - Timber-Steel Safe Work Method Statement

What this SWMS covers

Why this SWMS matters

Hazard identification

Falls During Wall Frame Erection and Walking on Frames

Structural Collapse from Inadequate Temporary Bracing

Manual Handling of Heavy Framing Members

Falls from Height During Roof Truss Installation

Crane and Lifting Equipment Incidents

Power Tool Operation Hazards

Unprotected Floor and Roof Openings

Exposure to Treated Timber Chemicals

Control measures

Mobile Elevated Work Platforms for Safe Access

Comprehensive Temporary Bracing Systems

Mechanical Lifting Equipment and Crane Operations

Floor Opening Protection Systems

Tilting Frames Safely with Props and Team Coordination

Power Tool Safety Programme

Chemical Exposure Controls for Treated Timber

Personal protective equipment

Inspections & checks

Before work starts

During work

After work

Step-by-step work procedure

Site Preparation and Material Delivery

Wall Frame Construction and Preparation

Wall Frame Tilting and Initial Fixing

Floor and Ceiling Joist Installation

Roof Truss Lifting and Positioning

Installation of Permanent Bracing and Verification

Quality Inspection and Compliance Verification

Site Cleanup and Handover Preparation

Frequently asked questions

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