{"id":"F2016L00411","name":"Work Health and Safety (Preventing Falls in Housing Construction) Code of Practice 2015","slug":"work-health-and-safety-preventing-falls-in-housing-construction-code-of-practice-2015","collection":"legislative_instrument","jurisdiction":"commonwealth","status":"in_force","isInForce":true,"actNumber":null,"makingDate":null,"administeringDepartment":null,"currentVersion":{"id":438635,"registerId":"F2016L00411-fast-fetch-1775954977836","compilationNumber":null,"startDate":"2026-04-12","status":"InForce","reasons":null,"registeredAt":null},"sections":[{"sectionNumber":"1","sectionType":"section","heading":"Work Health and Safety (Preventing Falls in Housing Construction) Code of Practice 2015","content":"---\nmeta-content-style-type: text/css\nmeta-content-type: application/xhtml+xml; charset=utf-8\nmeta-description: This Code providdes practical guidance on how to manage the risk of falls on housing construction sites.\nmeta-generator: Aspose.Words for .NET 20.2\nmeta-keywords: falls, preventing falls, housing, construction, code of practice, publication\ntitle: Preventing Falls in Housing Construction Code of Practice\n---\n\n?xml version=\"1.0\" encoding=\"utf-8\" standalone=\"no\"?>\n\n \n\nWork Health and Safety (Preventing Falls in Housing Construction) Code of Practice 2015\n\n \n\nmade under the\n\n \n\nWork Health and Safety Act 2011, section 274 (Approved Codes of Practice)\n\n \n\n \n\n \n\n \n\n \n\n1 Name of instrument\n\n \n\nThis instrument is the Work Health and Safety (Preventing Falls in Housing Construction) Code of Practice 2015.\n\n \n\n2 Commencement\n\n \n\nThis instrument commences on the day after it is registered on the Federal Register of Legislative Instruments.\n\n \n\n3 Code of Practice Approval\n\n \n\nI approve the Preventing Falls in Housing Construction Code of Practice. I am satisfied that this code of practice was developed by a process described in section 274(2) of the Work Health and Safety Act 2011.\n\n \n\n \n\n \n\n \n\n \n\n \n\n \n\n \n\n \n\n \n\n \n\n \n\n \n\n \n\nMichaelia Cash\n\nMinister for Employment\n\n \n\n \n\n18 March 2016\n\n \n\nDate \n\n\n \n\nPREVENTING FALLS IN HOUSING CONSTRUCTION\n\nCode of Practice\n\nTABLE OF CONTENTS\n\n[FOREWORD](#_Toc316231976)\n\n[1. INTRODUCTION](#_Toc316231978)\n\n[1.1 Who has health and safety duties in relation to falls?](#_Toc316231979)\n\n[1.2 The meaning of key terms](#_Toc316231980)\n\n[1.3 Consulting workers](#_Toc316231981)\n\n[1.4 Consulting, cooperating and coordinating activities with other duty holders](#_Toc316231982)\n\n[2. FALL PROTECTION MEASURES](#_Toc316231983)\n\n[2.1 Hierarchy of control](#_Toc316231984)\n\n[2.2 Reasonably practicable](#_Toc316231985)\n\n[2.3 Training, information, instruction and supervision](#_Toc316231986)\n\n[3. WORK ON THE GROUND OR ON A SOLID CONSTRUCTION](#_Toc316231987)\n\n[3.1 Work on the ground](#_Toc316231988)\n\n[3.2 Work on a solid construction](#_Toc316231989)\n\n[4. FALL PREVENTION DEVICES](#_Toc316231990)\n\n[4.1 Temporary work platforms](#_Toc316231991)\n\n[5. WORK POSITIONING SYSTEMS](#_Toc316231992)\n\n[6. FALL-ARREST SYSTEMS](#_Toc316231993)\n\n[6.1 Catch platforms](#_Toc316231994)\n\n[6.2 Individual Fall-Arrest Systems](#_Toc316231995)\n\n[6.3 Safety nets](#_Toc316231996)\n\n[7. USE OF PORTABLE LADDERS AND ADMINISTRATIVE CONTROLS](#_Toc316231997)\n\n[7.1 Portable ladders](#_Toc316231998)\n\n[7.2 Administrative control measures](#_Toc316231999)\n\n[8. SAFE WORK METHODS FOR COMMON TASKS](#_Toc316232000)\n\n[8.1 Floor laying](#_Toc316232001)\n\n[8.2 Fixing ceiling joists and upper level floor joists](#_Toc316232002)\n\n[8.3 Guarding openings](#_Toc316232003)\n\n[8.4 Wall framing](#_Toc316232004)\n\n[8.5 Installing prefabricated roof trusses](#_Toc316232005)\n\n[8.6 Constructing conventional or stick roof](#_Toc316232006)\n\n[8.7 Fixing roof battens to trusses](#_Toc316232007)\n\n[8.8 Installation of battens](#_Toc316232008)\n\n[9. ROOFING TASKS](#_Toc316232009)\n\n[9.1 Critical angle](#_Toc316232010)\n\n[9.2 Access and egress](#_Toc316232011)\n\n[9.3 Guardrail systems for roofing work](#_Toc316232012)\n\n[9.4 Catch platforms](#_Toc316232013)\n\n[9.5 Steep roofs](#_Toc316232014)\n\n[9.6 Installation of sarking – tile roofing](#_Toc316232015)\n\n[9.7 Installation of perimeter battens – metal roofing](#_Toc316232016)\n\n[9.8 Fixing fascias and gutters](#_Toc316232017)\n\n[APPENDIX A – REFERENCED DOCUMENTS AND FURTHER READING](#_Toc316232018)\n\n[APPENDIX B – TIMBER SCAFFOLDS……………………………………………………………...](#_Toc316232019)\n\n# FOREWORD\n\nThis Code of Practice on how to prevent the risks of falls in housing construction is an approved code of practice under section 274 of the Work Health and Safety Act (the WHS Act).\n\nAn approved code of practice is a practical guide to achieving the standards of health, safety and welfare required under the WHS Act and the Work Health and Safety Regulations (the WHS Regulations).\n\nA code of practice applies to anyone who has a duty of care in the circumstances described in the code. In most cases, following an approved code of practice would achieve compliance with the health and safety duties in the WHS Act, in relation to the subject matter of the code. Like regulations, codes of practice deal with particular issues and do not cover all hazards or risks that may arise. The health and safety duties require duty holders to consider all risks associated with work, not only those for which regulations and codes of practice exist.\n\nCodes of practice are admissible in court proceedings under the WHS Act and Regulations. Courts may regard a code of practice as evidence of what is known about a hazard, risk or control measure and may rely on the code in determining what is reasonably practicable in the circumstances to which the code relates.\n\nCompliance with the WHS Act and Regulations may be achieved by following another method, such as a technical or an industry standard, if it provides an equivalent or higher standard of work health and safety than the code.\n\nAn inspector may refer to an approved code of practice when issuing an improvement or prohibition notice. \n\nThis Code of Practice has been developed by Safe Work Australia as a model code of practice under the Council of Australian Governments’ Inter-Governmental Agreement for Regulatory and Operational Reform in Occupational Health and Safety for adoption by the Commonwealth, state and territory governments.\n\n## Scope and application\n\nThis Code is a revised version of the National Code of Practice for the Prevention of Falls in Housing Construction (2010), updated to reflect the requirements under the WHS Act and Regulations. It provides practical guidance for persons conducting a business or undertaking on how to eliminate, or if that is not possible, minimise the risk of falls from height in housing construction.\n\nThis Code applies to the construction or extension of:\n\n- detached houses\n- attached dwellings, separated from each other by a fire resisting wall, such as terrace, row or town houses\n- boarding and guest houses, hostels or similar with a floor area less than 300m²\n- ancillary buildings to the above, such as private garages, gazeboes and carports.\n\n\nThe Code does not apply to the maintenance or renovation of buildings.\n\nNote: The above points are based on Classes 1, 2 and 10 of the Building Code of Australia.\n\nThis Code does not apply to multi-storey buildings above two habitable storeys.\n\nThis Code should be read in conjunction with the [Code of Practice: Managing the Risks of Falls at Workplaces](http://www.safeworkaustralia.gov.au/sites/swa/about/publications/pages/managing-risk-falls-cop) and the [Code of Practice: Construction Work](http://www.safeworkaustralia.gov.au/sites/swa/about/publications/pages/construction-work).\n\n### How to use this Code\n\nIn providing guidance, the word ‘should’ is used in this Code to indicate a recommended course of action, while ‘may’ is used to indicate an optional course of action.\n\nThis Code also includes various references to sections of the WHS Act and Regulations which set out the legal requirements. These references are not exhaustive. The words ‘must’, ‘requires’ or ‘mandatory’ indicate that a legal requirement exists and must be complied with.\n\n\n# 1. INTRODUCTION\n\nFalls are a major cause of death and serious injury in Australian workplaces. Fall hazards are found when carrying out common tasks in the construction of a typical one or two storey house (see Figure 1). Falls can also occur at ground level into holes, for example trenches or service pits.\n\nFigure 1 Potential falls in the housing construction industry\n\n\n\n## 1.1 Who has health and safety duties in relation to falls?\n\nA person conducting a business or undertaking has the primary duty under the WHS Act to ensure, so far as is reasonably practicable, that workers and other persons are not exposed to health and safety risks arising from the business or undertaking.\n\nA person conducting a business or undertaking has more specific obligations under the WHS Regulations to manage the risk of a fall by a person from one level to another, including requirements to:\n\n- ensure, so far as is reasonably practicable, that any work involving the risk of a fall is carried out on the ground or on a solid construction\n- provide safe means of access to and exit from the workplace, and\n- provide adequate protection against the risk of falls.\n\n\nThe WHS Regulations classify a number of activities as ‘high risk construction work’ for which a Safe Work Method Statement (SWMS) must be prepared before the work starts. High risk construction work includes work that involves a risk of a person falling more than 2 metres. Further information on developing a SWMS can be found in the [Code of Practice: Construction Work](http://www.safeworkaustralia.gov.au/sites/swa/about/publications/pages/construction-work).\n\n\nDesigners, manufacturers, suppliers, importers and installers of plant or structures that could be used for work must ensure, so far as is reasonably practicable, that the plant or structure is without risks to health and safety. Designers of plant or structures have an important role in eliminating or minimising the risks of falls in the design stage.\n\nOfficers, such as company directors, have a duty to exercise due diligence to ensure that the business or undertaking complies with the WHS Act and Regulations. This includes taking reasonable steps to ensure that the business or undertaking has and uses appropriate resources and processes to eliminate or minimise risks of falls from one level to another that are likely to cause injury.\n\nWorkers have a duty to take reasonable care for their own health and safety and that they do not adversely affect the health and safety of other persons. Workers must comply with any reasonable instruction given by the person conducting the business or undertaking.\n\n## 1.2 The meaning of key terms\n\nFall means a fall by a person from one level to another.\n\nRisk of a fall means a circumstance that exposes a worker while at work, or other person while at or in the vicinity of a workplace, to a risk of a fall that is reasonably likely to cause injury to the worker or other person. This includes circumstances in which the worker or other person is:\n\n- in or on plant or a structure that is at an elevated level\n- in or on plant that is being used to gain access to an elevated level\n- in the vicinity of an opening through which a person could fall[[1]](#_ftn1)\n- in the vicinity of an edge over which a person could fall\n- on or in the vicinity of a surface through which a person could fall\n- on or near a slippery, sloping or unstable surface.\n\n\nRisk control means taking action to eliminate health and safety risks so far as is reasonably practicable, and if that is not possible, minimising the risks so far as is reasonably practicable. Eliminating a hazard will also eliminate any risks associated with that hazard.\n\nCompetent person means a person who has acquired through training, qualification or experience the knowledge and skills to carry out the task.\n\n## 1.3 What is required to manage the risk of falls?\n\nRegulation 297: A person conducting a business or undertaking must manage risks associated with the carrying out of construction work.\n\nRegulation 34-38: In order to manage risk under the WHS Regulations, a duty holder must:\n\n- identify reasonably foreseeable hazards that could give rise to the risk\n- eliminate the risk so far as is reasonably practicable\n- if it is not reasonably practicable to eliminate the risk – minimise the risk so far as is reasonably practicable by implementing control measures in accordance with the hierarchy of risk control\n- maintain the implemented control measure so that it remains effective, and\n- review, and if necessary revise all risk control measures so as to maintain, so far as is reasonably practicable, a work environment that is without risks to health and safety.\n\n \n\nManaging risk is a systematic process that involves:\n\n- identifying hazards that may cause injury\n- if necessary, assessing the risks associated with these hazards\n- implementing risk control measures\n- reviewing risk control measures to ensure they are effective.\n\n\nGuidance on the general risk management process is available in the [Code of Practice: How to Manage Work Health and Safety Risks](http://www.safeworkaustralia.gov.au/sites/swa/about/publications/pages/manage-whs-risks-cop).\n\n## Consulting workers\n\nConsultation involves sharing of information, giving workers a reasonable opportunity to express views and taking those views into account before making decisions on health and safety matters.\n\nSection 47: The WHS Act requires that you consult, so far as is reasonably practicable, with workers who carry out work for you who are (or are likely to be) directly affected by a work health and safety matter.\n\nSection 48: If the workers are represented by a health and safety representative, the consultation must involve that representative.\n\nYou must consult your workers at every step of the risk management process.\n\nIn many cases, decisions about construction work and construction projects are made prior to engaging workers, therefore it may not be possible to consult with workers in these early stages. However it is important to consult with them as the construction work progresses.\n\n## Consulting, Co-operating and Co-ordinating activities with other duty holders\n\nSection 46: The WHS Act also requires that you consult, co-operate and co-ordinate activities with all other persons who have a work health or safety duty in relation to the same matter, so far as is reasonably practicable.\n\nThere are often multiple contractors involved in building a house, who may each have responsibility for the same health and safety matters, either because they are involved in the same activities or share the same workplace. In these situations, each duty holder should exchange information to find out who is doing what and work together in a co-operative and co-ordinated way so that all risks are eliminated or minimised so far as is reasonably practicable.\n\nFor example an electrician working on a roof should consult with other duty holders, including the builder, who are also working on the site to co-ordinate the provision of suitable fall prevention and co-operate with each other to ensure that each of their activities do not create risks for other workers on the site.\n\nFurther guidance is available in the [Code of Practice: Work Health and Safety Consultation, Co-operation and Co-ordination](http://www.safeworkaustralia.gov.au/sites/swa/about/publications/pages/consultation-cooperation-coordination-cop).\n\n\n\n\n# 2. FALL PROTECTION MEASURES\n\nThis Code provides guidance on various control measures to prevent persons falling from one level to another on housing construction sites. The guidance is set out in the order of the hierarchy of control.\n\n## 2.1 Hierarchy of control\n\nTo provide adequate protection against the risks of falls, specific control measures must be implemented where it is reasonably practicable to do so:\n\nLevel 1 controls: Carry out any work that involves the risk of a fall on the ground or on a solid construction (see Chapter 3 of this Code). A building or structure that is used as an existing place of work and includes safe access and egress from which there is no risk of a fall from one level to another, for example properly constructed stairs with fixed handrails, flat roofs with a parapet or permanently installed guardrails around the edges.\n\nLevel 2 controls: Carry out the work using a fall prevention device (for example, temporary work platforms, installing guard rails) if it is reasonably practicable to do so (see Chapter 4 of this Code).\n\nLevel 3 controls: Carry out the work using a work positioning system (for example, a travel restraint system) if it is not reasonably practicable to provide a fall prevention device (see Chapter 5 of this Code).\n\nLevel 4 controls: Carry out the work using a fall arrest system, so far as is reasonably practicable, if it is not reasonably practicable to provide a fall prevention device or a work positioning system (see Chapter 6 of this Code).\n\nLevel 5 controls: If a risk remains after considering all of the control measures listed above, and there is no reasonably practicable alternative, you must implement administrative controls. The work may also be undertaken from ladders (see Chapter 7 of this Code).\n\nA risk assessment will help determine what control measures are needed. The height at which the work is carried out is not the only risk factor that should be considered when deciding which control measures to use. However, the greater the height, the greater the risk and therefore more consideration must be given to implementing control measures at the top of the hierarchy.\n\nLevel 1, 2, 3 or 4 control measures are usually necessary when working at a height of 2 metres or more. Depending on the risk assessment, ladders and administrative control measures may be all that is reasonably practicable to implement for work at heights of less than 2 metres.\n\nIn some cases, a combination of control measures may be necessary, for example using safety harnesses while working from an elevating work platform.\n\nRegulation 37: Fall protection measures must also be:\n\n- fit for purpose\n- suitable for the nature and duration of the work\n- set up and used correctly\n\nYou should also ensure that the control measures you select do not create new hazards, for example electrical risks from contact with overhead power lines or crushing and entanglement from plant such as elevating work platforms.\n\n## 2.2 Reasonably practicable\n\n‘Reasonably practicable’ is defined in the WHS Act and takes into account a number of factors that can help you decide what can reasonably be done to control the risk of a fall in the circumstances.\n\n‘Reasonably practicable’ does not just mean the cost in dollar terms. Determining what is reasonably practicable includes taking into account and weighing up the following:\n\nSeverity of the hazard or risk\n\nHow likely is it that a worker will fall? How serious are the injuries likely to be? If each time a worker is exposed to an uncontrolled risk that may result in severe injury or death, then this is an important factor.\n\nState of knowledge\n\nWhat is known about the hazard and the ways of controlling the risk? How do similar businesses or workplaces control the risk of falling? What information can WHS professionals, industry associations, unions and government bodies provide? What can you find out from manufacturers and suppliers about risk control equipment?\n\nAvailability and suitability of ways to eliminate or minimise the risk\n\nAre the fall protection measures you have identified available? Are they designed and constructed for the site, the task and all people using them? Manufacturers/suppliers instructions should be noted prior to commencing tasks.\n\nThe cost of removing or mitigating the hazard or risk\n\nWhat are the costs of eliminating or minimising the risk, taking into account any saving from fewer injuries and potentially improved productivity? Are the costs of implementing the control measures grossly disproportionate to the risk?\n\n## 2.3 Training, information, instruction and supervision\n\nSection 19: A person conducting a business or undertaking must provide any information, instruction training or supervision necessary to protect all persons from risks to their health and safety arising from work carried out.\n\nRegulation 317: A person conducting a business or undertaking must not direct or allow a worker to carry out construction work unless the worker has successfully completed general construction induction training.\n\nWhere workers are exposed to potential falls from working at any height, information, instruction and training must explain:\n\n- the hazards and risks associated with work performed at these heights\n- how to follow health and safety procedures associated with this work, including the contents of any SWMS\n- the reasons fall protection measures have been set in place and how to use them properly.\n\n\nThose supervising the work should also receive training. The amount and type of information, instruction and training required will depend on the nature of the work and the risk involved, as well as the type of fall protection measures used.\n\n\n\n\n# 3. WORK ON THE GROUND OR ON A SOLID CONSTRUCTION\n\n## 3.1 Work on the ground\n\nEliminating the need to work at height is the most effective way of protecting workers from the risk of falls. Examples of eliminating the risk by working on the ground include:\n\n- prefabricating roofs at ground level\n- prefabricating wall frames horizontally, then standing them up.\n\n\n## 3.2 Work on a solid construction\n\nWorking on a solid construction provides an environment where the likelihood of a fall may be eliminated. ‘Solid construction’ means an area that:\n\n- is structurally capable of supporting workers, material and any other loads applied to it\n- is provided with barriers around its perimeter and around any openings from or through which a person could fall\n- has an even, accessible surface and gradient\n- has a safe means of entry and exit.\n\n\n## Structural strength\n\nDifferent types of work involve different loads on the supporting surface. Make sure that the surface and its supports can safely carry the expected loads, including workers, materials, tools and equipment. When in doubt, have a structural engineer determine the safe load capacity before use.\n\nEnsure that where props are used to support suspended floors, formwork or similar areas that:\n\n- proprietary brand props are marked with their safe working load\n- the props are designed for the loads imposed\n- the props are tied to each other in the longitudinal and transverse directions to form a stable, freestanding structure.\n\n\n## Surface and gradient\n\nSurfaces of a solid construction should be non-slip and free from trip hazards and traps.\n\nSurfaces of a solid construction should generally not exceed 7 degrees (1 in 8 gradient). Cleated surfaces, which provide greater slip resistance, should not be steeper than 20 degrees (1 in 3 gradient).\n\n## Edge protection\n\nEdge protection should be provided to prevent a person falling over edges of a solid construction.\n\nThese include:\n\n- the perimeters of buildings or other structures\n- the perimeters of skylights or other fragile roof materials\n- openings in floor or roof structures.\n\n\n \n\n\n\n\n| Edge Protection Checklist
The guard rail system should be of robust design and able to withstand the force of someone falling against it.
Top rails should be between 900 mm and 1100 mm above the working surface.
Mid-rails should be provided. However, wire mesh infill panels incorporating a toeboard may be used instead of the midrail.
Toeboards should be provided where reasonably practicable.
A bottom rail above the toeboard on some roof slopes may be provided for more severe roof slopes. Both a midrail and infill mesh panel will assist in preventing persons and objects from sliding off the roof.
If access points are required for equipment (e.g. tile elevators) they must be adequately protected to prevent a person falling.
Every open edge of a stair, landing, platform or shaft opening must be protected to prevent
people falling. |\n| --- |\n\n\n## Void protection\n\nWhere workers are working from trestles, ladders and mobile scaffolds on solid construction and they are located in close proximity to floor openings such as stairwells and partially completed floors, edge protection will not prevent a fall into the opening. The openings must be covered with covers designed to withstand likely impact and static loads and fixed to prevent any dislodgement or accidental removal.\n\n## Entry and exit\n\nEvery solid construction must have safe and suitable means of entry and exit, such as:\n\n- existing floor levels\n- permanently installed platforms, ramps, stairways and fixed ladders (further information is available in AS 1657: Fixed platforms, walkways, stairways and ladders – Design, construction and installation)\n- temporary access ways and temporary stair systems\n- secured single portable ladders set up at a slope of 4:1 and extending at least 1 metre above the stepping off point.\n\n\nStepladders and trestle ladders should not be used for access to, or egress from, solid construction.\n\n \n\n\n\n\n# 4. FALL PREVENTION DEVICES\n\nA ‘fall prevention device’ is any fall protection system that once erected or installed requires no further ongoing adjustment, alteration or operation by a worker to ensure the integrity of the system to perform its function as a fall prevention system. Examples include temporary work platforms and guardrails.\n\n## 4.1 Temporary work platforms\n\nA ‘temporary work platform’ is a working platform, other than a permanently installed fixed platform, used to provide a working area for the duration of the job. The design of the platform prevents workers from falling. Temporary work platforms commonly used in housing construction include scaffolds (fixed or mobile), elevating work platforms and step platforms.\n\n## Scaffolds\n\nScaffolds are a common means of providing a safe platform for working at height. There is a wide variety of scaffold systems available.\n\nScaffold working platforms are generally rated as light, medium or heavy duty:\n\n- Light Duty – up to 225 kg per bay. Examples include painting, electrical work, many carpentry tasks and other light tasks. Platforms should be at least two planks wide (approximately 450 mm)\n- Medium Duty – up to 450 kg per bay. This is suitable for general trades work. Platforms should be at least four planks wide (approximately 900 mm)\n- Heavy Duty – up to 675 kg per bay. This is what is needed for bricklaying, concreting, demolition work and most other work tasks involving heavy loads or heavy impact forces. Platforms should be at least five planks wide (approximately 1000 mm)\n- Special Duty – has a designated allowable load as designed.\n\n\nThese safe load limits include the weight of people (which is taken to be a nominal 80 kg) plus the weight of any materials, tools and debris on the working platform. Therefore, a properly constructed mobile scaffold with a light duty platform can safely support one worker and 145 kg of tools and material, or two workers and 65 kg of tools and materials.\n\n## Information, instruction and training for workers using scaffolds\n\nWhere work is performed from a scaffold, ensure that the relevant workers know:\n\n- what loads it can safely take [Safe Working Load (SWL)]\n- that unauthorised alterations must not be made to the scaffold (such as removing guardrails, planks, ties, toeboards and braces)\n- that working platforms need to be kept clear of debris and obstructions along their length\n- that incomplete or defective scaffolds must never be accessed.\n\n\nWhere mobile scaffolds are in use, the scaffold should:\n\n- remain level and plumb at all times\n- be kept well clear of powerlines, open floor edges and penetrations\n- never be accessed until all castors are locked to prevent movement\n- never be moved while anyone is on the scaffold.\n\n\n \n\n## Trestle scaffolds\n\nTrestle scaffolds are generally not suitable for working at 2 metres or above. If they are used at heights greater than 2 metres, guardrailing should be used so as to prevent persons from falling off the open side or end of the work platform (see Figure 2). The system (including planks) should be assembled according to the manufacturer’s specifications.\n\nSome trestle ladder scaffolds include outriggers. Trestle ladder scaffolds are only suited to light duty tasks, such as painting and rendering.\n\nFigure 2 Trestle ladder scaffold with guardrailing and outriggers for stability\n\n\n\nWhen adjusting the height of a brick layer’s trestle scaffold, make sure that only the purpose-designed pins are used. Do not use nails or pieces of reinforcing bar.\n\nWork should only be performed between the trestles. Where a trestle scaffold is more than one bay in length, heavy loads should be placed directly over the trestles.\n\nFigure 3 Examples of incorrectly used trestle scaffolds\n\n\n\n\n\n\n \n\n| Scaffolding checklist
Control measures include the following:
If scaffolding is to be erected from which a person or object could fall more than 4 metres, the scaffold must be erected, altered and dismantled by a licensed scaffolder
An unlicensed person must not alter scaffolding without authority from a competent person
Prefabricated scaffolds must be of the same type and not mixed components, unless the mixing of components has been approved by the manufacturer. AS/NZS 4576 sets out the assurances that are needed before the components of different prefabricated scaffolding systems can be mixed in a scaffold. Unauthorised mixing of components from different manufacturers has resulted in scaffold incompatibilities and failures, posing significant risks to persons using the scaffolding
Mobile tower frame scaffolds can be used to provide safe working platforms
Scaffolding that is incomplete and left unattended should have danger tags and warning signs attached at appropriate locations to prevent use
Scaffolding exceeding a deck height of 4 metres must be inspected and tagged by a competent person before use, after any alteration or repair, and at intervals not greater than 30 days
Only a licensed person or a trainee under direct supervision of a licensed person may modify the height of a scaffold exceeding a deck height of 4 metres
Additional inspections must be carried out by a competent person following an occurrence that may affect the stability such as impact from mobile plant or a severe storm
Safe access to and egress from the scaffold must be provided
Edge protection must be provided at every open edge of a work platform. |\n| --- |\n\n\n## Elevating work platforms\n\nElevating work platforms (EWPs) include scissor lifts, cherry pickers, boom lifts and travel towers. There are battery powered and internal combustion engine types. Some are designed for hard flat surfaces only, while others are designed to be operated on rough terrain.\n\nPersons working in travel towers, boom lifts or cherry pickers must wear a properly anchored safety harness. Persons working in scissor lifts are not required to wear a safety harness.\n\nWorkers using EWPs must be trained and instructed in the safe loading and safe operating procedures for the particular brand and type of plant. Workers must also be licensed when operating boom lifts with a boom length of 11 metres or more.\n\n \n\n\n\n\n| Elevating Work Platform checklist
Control measures include the following:
Workers operating the platform must be trained and instructed in safe operating procedures for the particular brand and type of equipment
The platforms should only be used as working platforms. They should not be used as a means of access to and egress from a work area unless the conditions set out in AS 2550.10 are met
Unless designed for rough terrain, the platforms must be used only on a solid level surface
The surface area must be checked to make sure that there are no penetrations or obstructions which could cause uncontrolled movement or overturning of the platform
When designed as rough terrain platforms, the manufacturer’s/suppliers’ instructions should be consulted for information on safe operation
The training provided must include safe use of the fall-arrest equipment and emergency rescue procedures
People working in cherry pickers must wear an anchored safety harness and lanyard incorporating a shock absorber as precaution against mechanical failure of the basket. The lanyard should be as short as possible. |\n| --- |\n\n\n## Step platforms\n\nCommercially available step platforms are stable and provide a much larger work surface than a stepladder. Some models are collapsible and adjustable to heights above 2 metres.\n\n## Perimeter guardrailing\n\nGuardrailing may be used to provide effective fall protection at:\n\n- the perimeters of buildings or other structures\n- the perimeters of skylights or other fragile roof materials\n- openings in floor or roof structures\n- edges of excavations.\n\n\nGuardrailing should:\n\n- incorporate a top rail between 900 mm and 1100 mm above the working surface\n- incorporate a midrail\n- incorporate a toeboard (except where it may be impractical to do so) and alternative control measures, such as ‘no go’ zones, to ensure no persons are at risk of being hit by falling objects from the work above\n- be of robust construction and designed in accordance with the relevant Australian Standards.\n\n\nWall framing incorporating studs at 600 mm centres and one row of noggings is an acceptable alternative to guardrailing. Where the frame incorporates window or door openings, additional members must be fitted across these openings, which provides the equivalent fall protection to the guardrailing described above.\n\nProprietary systems should be configured, installed, used and dismantled according to the manufacturer’s/supplier’s instructions.\n\nWhere timber guardrailing is not specifically designed in accordance with AS 1657, the member sizes set out below may be used for guardrail and post sizes respectively.\n\n- TIMBER GUARDRAILS\n- Guardrail size depthX width (nominal sizes) (mm) Maximum guardrail span (m)\n- F8 HW or MGP 12seasoned pine F7 pine\n- 100 x 38 2.7 N/A\n- 100 x 50 3.5 N/A\n- 2 nos (90 x 35)** N/A 3.5\n- ** Timber members to be nailed together at maximum 300mm intervals in ‘T’ or ‘L’ sections\n\n\nWherever feasible, guardrailing should be constructed so that when an outward force is applied the posts are subjected to bending about their strong axis (see Figure 4).\n\nThe manufacturer/supplier of proprietary guardrailing systems must provide the detail and instructions.\n\nBuilding timber must be inspected by a person with relevant qualifications or experience to determine whether it is suitable for use as guardrailing. The methods for connecting timber posts to the support structure or rails to posts must have adequate strength for the purpose intended (Figure 4 gives two connection detail examples).\n\nFigure 4 Timber guardrails – showing details of connections at A and B\n\n\n\n \n\n \n\n\n\n## Guardrails for trenching works\n\nWhere trenching works present a risk of a person falling into the trench, any such risk should be controlled by:\n\n- the provision of guardrailing\n- the provision of a barrier approximately 1.5 metres back from the excavation, to prevent persons approaching the trench.\n\n\nFurther information on excavation work, see the [Code of Practice: Excavation Work](http://www.safeworkaustralia.gov.au/sites/swa/about/publications/pages/excavation-work).\n\n# 5. WORK POSITIONING SYSTEMS\n\nA ‘work positioning system’ is equipment, other than a temporary work platform, that enables a worker to be positioned and safely supported at a work location to carry out a task.\n\n## Travel restraint systems\n\nA travel restraint system prevents the user from approaching an unprotected edge on a building or structure. Generally, the system consists of a safety harness connected by a lanyard to a suitable anchorage point or static line. This equipment must be set up to prevent the worker from reaching an edge from where a fall may occur.\n\nA purpose-designed roof anchor, when used in accordance with the manufacturer’s/supplier’s instructions, may be used as part of a travel restraint system on metal deck or tiled roofs and should only be used for tasks of short duration.\n\nTravel restraint systems must only be used if it is not reasonably practicable to prevent falls by providing a physical barrier such as guardrailing. This is because travel restraint systems require a high level of user skill to operate safely and require greater supervision.\n\nTravel restraint systems are not fall-arrest devices. Typical anchorage points for these systems are not designed for the impact loads applied in the event of a fall. Therefore, where there is any possibility that a person using a travel restraint device may approach an edge from where a fall is possible, a travel restraint system must not be used. Consequently, inertia reels and retractable lanyards are not to be used as they do not restrict travel and can allow the worker to fall.\n\n\n\n\n# 6. FALL-ARREST SYSTEMS\n\nA fall-arrest system means equipment designed to reduce the severity of an injury to a person if a fall does occur. These systems include catch platforms, individual fall-arrest systems and industrial safety nets.\n\n## 6.1 Catch platforms\n\nA catch platform is a temporary platform located below a work area to catch a worker in the event of a fall. The platform must be designed to sustain the maximum potential impact load.\n\nCatch platforms should:\n\n- incorporate a fully planked deck\n- be positioned so as to maintain a minimum of 2 metres beyond all unprotected edges of the work area, except where extended guardrailing is fitted to the catch platform\n- be positioned as close as possible to the underside of the work area, and in no case be greater than 1 metre below the work area.\n\n\nHeavy duty trestle scaffolds can be used as simple and inexpensive catch platforms, particularly in voids and stairwells.\n\n## 6.2 Individual Fall-Arrest Systems\n\nIndividual fall-arrest systems (IFAS) are intended to arrest a falling person safely and reduce the impact of the fall. If using IFAS, training and supervision is essential. The safe and correct use of IFAS relies on many factors, including the design and availability of substantial engineered anchorage points. IFAS have limited application in housing construction because:\n\n- they require ongoing supervision and are awkward and cumbersome to use on residential roofs\n- they are generally appropriate for work at heights over 6.5 metres (workers in residential construction would generally strike the ground before the system properly deploys)\n- it is often difficult to achieve the minimum required 15 kN anchorage point rating on a timber roof (particularly when only partially completed)\n- workers are susceptible to tripping caused by the lanyard\n- they require a rescue procedure to stop the fallen worker from succumbing to suspension intolerance.\n\n\n## 6.3 Safety nets\n\nSafety nets can provide a satisfactory means of protection while allowing workers maximum freedom of movement.\n\nAn internal safety net can be effectively used over stairwell openings.\n\n \n\n\n\n\n \n\n| Safety Net Checklist
If safety nets are used, you should ensure that:
safety nets are securely anchored before any work starts
safety nets are constructed of material of sufficient strength to catch a falling person or debris
elevating work platforms (e.g. a cherry picker or scissor lift) are used for the installation. If this is not possible, scaffolding and fall-arrest systems must be used
safety nets are hung as close as is practicable to the underside of the working area, but no more than 2 metres below the working area
perimeter safety nets are installed where there is no edge protection to prevent workers falling over the edges
the safety net has sufficient tension and clearance to prevent a falling person contacting any surface or structure below the net
material is not allowed to accumulate in suspended safety nets
no welding or oxy cutting is performed above safety nets
safety nets are not used in an environment that exposes them to damage from chemicals, sun or heat
safety nets are inspected, particularly after installation, relocation or repair
safety nets are stored correctly in dry, shaded areas with good air circulation. |\n| --- |\n\n\n\n\n\n# 7. USE OF PORTABLE LADDERS AND ADMINISTRATIVE CONTROLS\n\nLadders are used extensively in the housing construction industry. However, many falls take place when people are working from ladders. In addition, when using a ladder:\n\n- the working width and movement is limited\n- the time involved in moving and setting up ladders is often underestimated when planning work\n- the working position on ladders is often uncomfortable (the need to stretch sideways, work above shoulder height and stand on narrow rungs for a long time) and may cause musculoskeletal disorders.\n\n\nFor these reasons, you should consider whether an elevating work platform or scaffolding would be safer and more efficient.\n\n## 7.1 Portable ladders\n\nLadders should generally only be used as a means of access to or egress from a work area.\n\nAny work carried out from a ladder should be light work of short duration such as painting a downpipe, repairing a gutter or carrying out minor electrical installations.\n\n## Selection of ladders\n\nIt is important to ensure that portable ladders are correctly selected for the task to be undertaken (see Figure 5). In doing this, consideration should be given to the duration of the task, the physical surroundings of where the task is to be undertaken and the prevailing weather conditions. For example, metal ladders or metal reinforced ladders must not be used for live electrical work.\n\nLadder use for construction work typically involves repetitive use and handling, requiring ladders to be of robust design and construction. Accordingly, ladders used for construction work should be industrial grade, not domestic grade.\n\n\n\n\nFigure 5 Common work tasks performed at low heights\n\n\n\n## Safe use of ladders\n\nAny ladder used at a workplace should be set up on a surface that is solid and stable, and set up so as to prevent the ladder from slipping. Slipping of ladders can be prevented by:\n\n- placing single and extension ladders at a slope of 4:1, and setting up stepladders in the fully opened position\n- securing single and extension ladders at either the top or bottom, or if necessary, at both ends (see Figure 6).\n\n\n\n\n\nFigure 6 Some effective ways of securing a ladder\n\n\n\nPersons using ladders should not:\n\n- handle or use ladders where it is possible for the worker or the ladder to make contact with energised power lines, except where the person is qualified to do so\n- use metal or metal reinforced ladders when working on live electrical installations\n- set up the ladder in places where a person or vehicle could hit it, such as driveways and doorways. If necessary, erect a barrier or lock the door shut\n- use a stepladder near the edge of an open floor, penetration, or on scaffolding to gain extra height\n- over-reach (the worker’s belt buckle must be within the ladder stiles throughout the work)\n- use any power (air, hydraulic, electric or battery) equipment or tool specifically designed to be operated with two hands, such as concrete cutting saws and circular saws\n- use tools that require a high degree of leverage type force which, if released, may cause the user to over balance or fall from the ladder, such as pinch bars\n- carry out work such as arc welding or oxy cutting\n- work over other people\n- allow anyone else to be on the ladder at the same time.\n\n\nExcept where additional and appropriate fall protection equipment is used in conjunction with the ladder, any person using a ladder should not:\n\n- face away from the ladder when going up or down, or when working from it\n- stand on a rung closer than 900 mm to the top of a single or extension ladder\n- stand higher than the second tread below the top plate of any stepladder (with the exception of 3-rung step ladders).\n\n\n\n\n\nFigure 7 Examples of unsafe ladder use\n\n\n\n\n\n\nFigure 8 Example of acceptable ladder use\n\n\n\n## Ladder maintenance\n\nLadders should be regularly inspected by a competent person. Ladders with any of the following faults must be replaced or repaired:\n\n- timber stiles warped, splintered, cracked or bruised\n- metal stiles twisted, bent, kinked, crushed or with cracked welds or damaged feet\n- rungs, steps, treads or top plates that are missing, worn, damaged or loose\n- tie rods missing, broken or loose\n- ropes, braces, or brackets that are missing, broken or worn\n- timber members that are covered with opaque paint or other treatment that could disguise faults in the timber.\n\n\n\n\n\n| Ladder Checklist
If a ladder is used for short-term light duty work, check that:
the type of ladder is appropriate to the task. Do not use ‘domestic’ or ‘home-made’
ladders. Further information on portable ladders is available in AS/NZS 1892 series and users must follow the manufacturer’s/supplier’s recommendations on safe use
the ladder is in good condition. Before it is used, the ladder should be inspected for faults, such as broken rungs, rails and footing
damaged ladders are removed from service
the ladder is on firm, stable and level ground
the ladder is the correct height for the task to avoid reaching or stretching
the ladder is not too close or too far from the support structure. The ratio must be 4:1. For
example, the distance between the ladder base and the supporting structure should be
about one metre for every four metres of working ladder height
the ladder is secured against displacement (i.e. slipping or sliding) and/or there is another
person holding the base of the ladder
the ladder is not placed so that the weight of the ladder and any person using the ladder is
supported by the rungs
all the locking devices on the ladder are secure
materials or tools are not carried while climbing the ladder. Tools should be carried in a tool
belt or side pouch
only light duty work is undertaken while on the ladder, where three points of contact can be
maintained and tools can be operated safely with one hand
slip resistant base, rungs or steps are provided
slip resistant shoes are worn
metal or wire bound ladders are never used close to energised power lines; non-metallic
ladders must be used instead
ladders are not used:
in access areas or next to doorson scaffolding or an elevating work platform to get extra heightnext to power linesin very wet or windy conditionsnext to traffic areas unless the working area is barricaded. |\n| --- |\n\n## 7.2 Administrative control measures\n\nAn administrative control is a system of work or safe work method that minimises the risk of a fall when it is not possible to use a higher order control. An example of this is a requirement that sheet flooring be laid by pushing it out from the centre of the building structure, rather than from the edge.\n\nAdministrative control measures are often used to support other fall protection measures. Administrative control measures may also be used to limit the time workers are exposed to a fall hazard and/or the number of workers involved in the task.\n\nWhere it is not reasonably practicable to use a Level 1, 2, 3 or 4 control measure, the following details should be recorded in the SWMS:\n\n- a description of the administrative control used\n- a description of the task to which the administrative control relates.\n\n\nIt is wise to involve workers in the development of administrative controls. People who perform a task regularly often have a good understanding of the risks involved. However, administrative control measures should not be used simply because they are the cheapest option.\n\n\n\n\n# 8. SAFE WORK METHODS FOR COMMON TASKS\n\nThis section identifies common tasks in the construction of a typical one or two storey house and describes methods that eliminate or minimise the risk of falls associated with these tasks.\n\nManufacturers’ or suppliers’ instructions should be checked before commencing tasks.\n\n## 8.1 Floor laying\n\nIn order to construct a solid work area for the construction and/or erection of wall frames, flooring should be laid to ground and upper floors at the earliest opportunity.\n\n| Note: Working from open floor joists is an unacceptable work practice for any task. |\n| --- |\n\n\nStairwells and voids need to be protected prior to floor laying. For further advice see Section 8.3 of this Code.\n\nLaying flooring is a task that potentially exposes workers to the risk of both internal and external falls. Steep sloping sites increase the potential fall heights.\n\nThe laying of floor sheets should begin adjacent to an internal or external access point which provides initial fall protection for workers. Laying of sheets should then proceed using a safe work procedure that prevents workers from falling over the edge, as shown in Figure 9 below.\n\nPhysical fall prevention measures should be used, such as external scaffolding or guardrailing shown in Figures 10 and 11. Where strip flooring is to be installed, temporary sheet flooring may be laid and secured as fall protection.\n\nFigure 9 Laying sheet flooring at upper level\n\n\n\nSafe access and egress must also be provided to the area where flooring is being laid. Access should be restricted to only those workers who are laying the flooring and erecting the wall frames.\n\n\n\n\nFigure 10 Examples of upper floor edge protection\n\n\n\nFigure 11 Examples of upper floor edge protection\n\n\n\n## 8.2 Fixing ceiling joists and upper level floor joists\n\nThe setting out and nailing of level ceiling joists or upper level floor joists should be done by working off scaffolding set up on the floor below. Trestle scaffolds may be used as shown in Figure 12. Section 4.1 of this Code provides further information on the use of trestle scaffolds.\n\nA person may stand on or work from the external top plate if fall protection measures are in place.\n\nWhere scaffolds are not suitable, the work may be done using ladders from the floor below.\n\nFigure 12 Installing ceiling or upper level floor joists\n\n## Figure 12 shows a person standing on top of a trestle ladder scaffold installing ceiling or upper level floor joists.\n\n## 8.3 Guarding openings\n\nAll stairwells, atriums and voids through which a person could fall must be sturdily guarded, covered with an industrial safety net or sheeted over, regardless of the fall distance from the upper level floor. Guardrailing should be provided in accordance with Section 4.1 of this Code. In particular, toeboards should be fitted to prevent tools and materials from being kicked into the void.\n\nVoids and atriums must be guarded as soon as possible after laying sheet flooring, as illustrated in Figure 13.\n\nWhere a person working from a stepladder or a working platform such as a trestle scaffold or similar, may fall over the guardrail and through the opening, the opening must be covered with temporary flooring, timber sheeting, an industrial safety net or similar, even if guardrails have been erected around it.\n\nAny coverings or temporary floors and their supports must be of robust construction capable of withstanding impact loads from any potential falls.\n\nFigure 13 Void at upper level guarded\n\n\n\n## 8.4 Wall framing\n\nOnce sheet flooring has been laid and openings have been guarded, work on wall framing may commence. Where the potential fall height for persons constructing or erecting wall frames is 2 metres or more, edge protection should be provided. Window or door openings in external wall frames should be fitted with guardrails prior to raising the frame (see Figure 14). All braces and fixings should be prepared prior to raising the frames. Access to the floor should be restricted to those workers erecting the wall frames.\n\nFigure 14 Erecting upper level wall frames\n\n\n\n## 8.5 Installing prefabricated roof trusses\n\nThis section provides guidance on safe working procedures for the installation of prefabricated roof trusses.\n\n## Preparing for roof truss erection\n\nWhere practicable, roof trusses should be placed by crane on the wall top plates at the time of delivery. The truss erector, supplier and transporter should liaise to confirm the order in which the trusses are to be loaded onto the truck. Where possible, the trusses should be able to be unloaded at the site in the order that minimises the amount of handling by the truss erectors. When working at height, the erectors should be able to access the next required truss from the top of the truss stack.\n\nBefore commencing work, ensure that all work areas have safe paths of access and egress at all times and are free of obstructions.\n\nWhen working near window penetrations and balconies, ensure all open gaps and penetrations from which a person can fall are protected. Use any of the following methods:\n\n- first floor edge protection system\n- timber railings installed at point of manufacture\n- temporary stud installed by person erecting roof trusses\n- guard railing system\n- full perimeter scaffold.\n\n\nIt is important that relevant workers are consulted to ensure that any locations designated for the landing of trusses will not overload the wall frames. The manufacturer/supplier must provide the necessary detail and instructions for the installation of prefabricated timber roof trusses. Where trusses have not been landed directly onto the top plates, a safe system of lifting the trusses to the upper level needs to be developed. At no time must any worker stand on the top plate to receive roof trusses passed up from below.\n\n## Lifting roof trusses onto wall frame top plates for erection\n\nThe erection of roof trusses involves both internal and external fall hazards.\n\nThe erection of trusses may be undertaken from scaffold planks supported on internal wall top plates provided:\n\n- planks are adequately supported across their spans, and\n- no person is exposed to the risk of a fall into a stairwell or other void (i.e. a void protection system is installed).\n\n\nThe person erecting trusses should assess the team’s capability to handle the roof trusses. If the size, weight and positioning of the roof trusses poses a risk to the health and safety of the person erecting the trusses, then a crane with a licensed operator should be engaged to help undertake this task.\n\nMethod 1: Where cranage is required when erection height is too great or trusses too large for manual handling:\n\n- the trusses must be craned into position, laid flat and suitably supported prior to erection. Where trusses cannot be self-supporting, use temporary props or internal walls for support (see Figure 15)\n- the person erecting trusses must ensure that all wall frames are adequately braced to withstand loads during construction.\n\n\nFigure 15 Method of supporting long trusses\n\n\n\n\nMethod 2: Where cranage is not required:\n\n- smaller trusses for single storey roofs can be separated from the pack and lifted individually into position along the top plates, or\n- if the truss needs to be repositioned, the person erecting the trusses should do this from below to avoid working at heights.\n\n\n## Safe erection methods for roof trusses\n\nAt no time is any person to stand on or work from an external wall top plate without suitable fall protection.\n\nThe erection of trusses may be undertaken from internal wall top plates or from scaffold planks supported on internal wall top plates provided:\n\n- no person works closer than 1.5 metres to an external wall, including gable end walls\n- no person is exposed to the risk of a fall into a stairwell or other void\n- planks are adequately supported across their spans.\n\n\nThe allowable spans for timber planks are given in Table 1 of section 2.2 Appendix B of this Code.\n\nLaminated timber, aluminium and steel planks must be used in accordance with the manufacturer’s directions.\n\nWhen trusses are erected at up to 600 mm centres, persons working between the trusses to fix or brace them can use the erected trusses as a form of fall protection under controlled conditions as described below. If trusses are erected at greater than 600 mm centres, refer to Section 8.5 of this Code for suggested methods of working safely at heights.\n\nTruss bottom chords are considered a safe working area for a competent person if all the conditions below are met.\n\nIf the person erecting trusses is to walk or work from the bottom chords of the trusses, you should ensure that:\n\n- trusses are adequately braced to stabilise the structure. Bracing should be at a maximum of 3000 mm apart if the bottom chord is used to support the person erecting trusses (see Figure 16)\n- only a competent person works at heights\n- suitable footwear that provides good foothold is worn\n- a nominated competent person from the truss erection team oversees the work\n- a competent person or the truss manufacturer/supplier has provided the necessary detail and instructions, including advice in regard to installers standing on the bottom chord\n- the bottom chord is visually checked by a nominated competent person for defects that may compromise the material’s structural integrity (i.e. knots, splits, cracks and rotting timber) before walking on it.\n\n\n\n\n\nFigure 16 ‘No go’ zone for persons erecting trusses\n\n\n\nIf the apex or other high bracing points cannot be reached, use the following method:\n\n- Fix waling plates for standing or supporting temporary work platforms at the appropriate height to reach the apex or high points.\n- The waling plate should be fixed to the face of the truss according to the manufacturer’s recommendations to ensure the load is transferred to the bottom chord.\n- The waling plate should be timber of 70 x 35 mm F5, or equivalent, to a maximum of 1500 mm long, fixed at each end by a minimum of two 65 mm x 3.15 mm nails (see Figure 17).\n\n\nFigure 17 Suggested method of fixing temporary waling plate\n\n\n\n\n\n\n- The web strut to support the waling plate should be a minimum 70 x 35 mm F5, or equivalent, fixed at each end by a minimum of two 65 mm x 3.15 mm nails.\n- Waling plates should be erected in pairs every fourth truss, or as required, to enable adequate access to fixing points for bracing (see Figure 18).\n\n\nFigure 18 Showing the positions for pairs of waling plates\n\n\n\n## Erecting first and second trusses\n\nErect the first truss at the location specified by the roof manufacturer/supplier. This may be repeated a number of times for each common span series of trusses, depending on the roof layout design. Once the first and second trusses are fixed and temporarily braced in, the bottom chord may be used for the person erecting trusses to stand on or to support temporary working platforms.\n\nIf work platforms are used, they should be a minimum of 450 mm wide.\n\nThe person erecting trusses should erect, fix and brace the first and second truss in the following manner:\n\nMethod 1: Cranage is used to lift and position trusses\n\n- Set up an appropriate working platform with a platform height not greater than 2 metres from the floor level at each end where the truss is to be fixed to the top plate. Alternatively, use a ladder in accordance with Section 7.1 of this Code. If a perimeter scaffold system is installed this work can be done from the outside rather than using internal working platforms or ladders.\n- Fix temporary braces to solid fixing points ready for connection to the truss. The braces can be timber of adequate size and length fixed by nails.\n- Guide the first truss into position while supported by the crane.\n- Use a minimum of two people, one at each end, to fix the truss to top plates and to the temporary braces. At this point, the first truss should be in a stable condition.\n- Erect the second truss using the same procedure as above.\n- Temporarily brace the second truss to the first truss.\n\n\n\n\n\nMethod 2: Cranage is not used to lift and position trusses\n\n- Set up an appropriate working platform with a platform height not greater than 2 metres from the floor level at each end where the truss is to be fixed to the top plate. Alternatively, use a ladder in accordance with Section 7.1 of this Code. If a perimeter scaffold system is installed this work can be done from the outside rather than using internal working platforms or ladders.\n- Fix temporary braces to solid fixing points ready for connection to the truss. The braces can be timber of adequate size and length fixed by nails.\n- Fix skid blocks to top plate at first truss position to prevent the truss from slipping during standing.\n- Use a minimum of two people, one at each end, to stand the first truss; a third person may be required at mid-span to assist in stabilising a long span truss with a ‘v’ end push stick (see Figure 19).\n\n\nFigure 19 Recommended method of manually standing trusses with a high apex\n\n\n\n- After standing the first truss to the vertical position, secure it to temporary braces. At this point, the first truss should be in a stable condition.\n- Erect the second truss using procedure above.\n- Temporarily brace the second truss to the first truss.\n\n\nFor both method 1 and method 2, the person erecting trusses must inspect the temporary bracing material for obvious defects that may compromise the material’s structural integrity (i.e. knots, splits, cracks and rotting timber).\n\n## Erecting subsequent roof trusses\n\nTrusses should be taken from the stockpile and moved into position by crane or by the persons erecting them. Additional roof trusses are not to be erected unless the prescribed fixing, bracing and any additional support requirements have been undertaken for the first and second truss.\n\nEach subsequent roof truss should be placed with each end of the truss controlled by a person on the working platform or ladder. A third person at the apex may be required to assist.\n\nEach subsequent roof truss must be fixed and braced according to the manufacturer’s/supplier’s specifications using safe methods for working at heights.\n\n## Fixing of top and bottom chord temporary bracing\n\nTemporary ties should be used on the top chords at spacings no greater than 3000 mm and at spacing no greater than 4000 mm on the bottom chord.\n\nIf the person erecting trusses is to be supported by the bottom cords of the roof trusses, the ties/bracing must be at spacings no greater than 3000 mm.\n\nAll bracing and fixing should take into consideration all imposed loads during the course of construction. As such, flat strapping or an equivalent, or trimmers nailed to the face of trusses where the nailing is from the outer face of the truss, must not be used (see Figure 20).\n\nFurther information on temporary ties/bracing for roof truss erection is available in AS4440.\n\nFigure 20 Temporary bracing/ties to bottom chord of trusses. Note: Bracing to top chord similar\n\n\n\nErection of gable roof assembly and verge truss assembly (diminishing truss, verge truss, verge trimmers, gable studs/droppers)\n\nThe erection must be carried out in accordance with a safe work method statement if it involves high-risk work (i.e. over 2 metres).\n\nWhere reasonably practicable, elements of the roof structure, such as a verge sprocket and outriggers, should be pre-assembled on the ground as a complete unit and lifted onto the supporting structure.\n\n## Erection of ancillary items\n\nItems such as girder boots and hangers should be installed to the manufacturer’s/supplier’s specifications prior to working in the truss space.\n\nThe erection should be done using the appropriate safe work methods described in Section 8.8 of this Code.\n\n## Erecting trusses at greater than 600 mm centres\n\nIn certain situations, the spacing of the truss may exceed 600 mm centres, in which case other fall\n\nprotection must be provided when working at heights to fix and brace the trusses. Such fall protection may include:\n\n- mobile scaffolding system\n- mesh or netting installed to the manufacturer’s specifications\n- fencing and handrails within adjacent trusses installed to the designer’s or manufacturer’s specifications\n- working platforms or elevating platforms, including motorised single person lift platforms\n- planks placed across internal and external top plates and across the bottom chords of the truss.\n\n\n## 8.6 Constructing conventional or stick roof\n\nOnce the ceiling frame has been securely fixed, the ceiling frame may act as a base to install a platform. Planks or sheet flooring plywood can then be used as a platform to pitch the roof. Where additional height is required above the platform on the ceiling frame, an additional platform may be erected.\n\nWhen constructing a conventional roof, ceiling joists and hanging beams can be passed up internally through a stair opening or externally through the upper level wall frame when it does not expose the receiver to further risk.\n\nWhere ceiling joists are erected prior to pitching the rafters, the placement of the ridge beam and the fixing of rafters to it may be done from planks or a working deck placed on the ceiling joists. Where ceiling joists are not erected, a work platform will need to be provided for framers to work from.\n\nThe practice of roof carpenters balancing on a ceiling hanger while nailing ceiling joists to the hanger is to be avoided where practicable.\n\nFramers working at the external wall should work internally from either scaffolding or ladders or from an external perimeter scaffold. A person can work from an external top-plate if fall protection measures are in place. An external working platform will also provide a work platform for tasks such as trimming rafters and installing eaves.\n\nWhere a bracket scaffold system is used, the wall frames should be braced as necessary to ensure\n\nadequate strength and to prevent excessive deflection. Scaffold planks may be used from waling plates or across bottom chords or top plates where necessary.\n\nWhere feasible, roofing members should be pre-cut at ground level.\n\n## 8.7 Fixing roof battens to trusses\n\nThe process for installation of the roof battens will depend on the types of roofing material that is to be installed. Although there are similarities in the methods used to install metal and tile roofing, there are also differences. Guidelines for the installation of roof battens for each type of roofing material are outlined below. For all roof work, physical fall protection at the perimeter of the roof should be provided (see Section 4.1 of this Code).\n\n## Batten and truss spacing\n\nIn all cases, roof battens need to be capable of supporting the expected loadings from installers.\n\nNote: For dot points 1 and 2 below, battens may be installed in a manner described in Section 8.8 of this Code.\n\nIn addition to the external fall prevention, batten and truss spacing should be reduced to minimise the risk of internal falls:\n\n1. Roof trusses should be installed and secured at spacings not exceeding 600 mm centres, with batten spacings not exceeding 900 mm centres.\n2. Where roof trusses are installed and secured at spacings greater than 600 mm but not exceeding 900 mm centres, batten spacing should not exceed 450 mm centres.\n3. Where roof truss spacing exceeds 900 mm centres (e.g. 1200 mm) and manufacturers’/suppliers’ instructions permit, intermediate battens should not exceed 450 mm centres. They should also be installed sequentially and in a manner that controls the risk to installers (i.e. install the battens at the eaves first and then work up the roof plane to provide a barrier against falling between the truss rafters), otherwise other fall protection must be used.\n\n\n## 8.8 Installation of battens\n\n### Marking/setting out for batten positioning\n\nIf the trusses are installed at 600 mm centres or less, a person may position the body so that the feet are on adjacent trusses at all times and walk to the apex of the roof in order to mark out measurements.\n\nIf trusses are at greater than 600 mm centres, a person should not walk on the top chord of unbattened trusses unless internal fall protection is in place. Marking/setting out should be done sequentially throughout the batten installation process, or by working from a ladder or work platform. If this is not a viable solution, internal fall prevention options such as internal catch platforms, or the use of planks across waling plates, internal top plates and bottom chords should be used.\n\n### Installation of battens\n\nWorking off a ladder or a working platform, place the battens to be used on top of the trusses or pass/pull them up from the ground. Then secure the lower battens working from a ladder or internal or external work platform prior to roof access being required.\n\nSecure remaining battens sequentially up to the apex of the roof by positioning the body over the truss (see Figure 21), making sure that there is at least one secured batten at waist level or above to minimise the risk of a fall.\n\nFigure 21 Fixing roof battens to trusses\n\n\n\n \n\n# 9. ROOFING TASKS\n\nRoofing work involves several tasks that potentially expose persons to the risk of falls both through and from the edge of the roof structure. Physical edge protection must be provided for all roofing works, so far as is reasonably practicable.\n\nThis section gives basic advice on the provision of fall protection for roofing construction work. This Code is not intended as complete guidance where the roofing work involves dismantling or demolition work.\n\n## 9.1 Critical angle\n\nThe pitch of the roof is one of the key risk factors to be considered when determining the type of risk control measures to be put in place for roofing work. The critical angle is the roof pitch below which it is considered roof workers may reasonably be able to work and walk across the roof.\n\nBuilders and subcontractors should determine the critical angle as part of their risk assessment. In no case should the critical angle be taken as greater than 26 degrees or 10 degrees where the presence or likelihood of surface moisture, oil or other conditions makes the roof slippery. Consideration should be given to the fact that the critical angle may be reduced in the presence of fully glazed and wet tiles.\n\n## 9.2 Access and egress\n\nSafe access must be provided for workers carrying out work on the roof. Depending on the edge protection system being used, you should ensure that:\n\n- persons are able to access the roof through the roof edge protection without having to climb over the top rail or midrail\n- access ladders are secured against movement\n- where a platform is located more than 500 mm below the roof edge, then additional means of access to the roof is provided\n- where an elevator, hoist or similar is used it is installed so that materials can be received at the roof level.\n\n\n## 9.3 Guardrail systems for roofing work\n\nGuardrail systems should include top, mid and bottom rails or toeboards (see Figure 22). Where toeboards are used in place of bottom rails they must be able to withstand the likely impact loads.\n\nGuardrail systems should include the following:\n\n- toeboards or mesh infill to prevent tools, materials or debris falling from the roof, unless a 2 metre ‘no go’ zone has been established to prevent persons entering the area below\n- a clear gap between rails not exceeding 450 mm. The clear distance between a mid-rail and a toeboard or bottom rail should not exceed 275 mm\n- no gap between the roof edge, including the gutter, and a guardrail located outside the roof line exceeding 100 mm\n- a clear distance between the roof cladding and the bottom rail of not less than 150 mm and not greater than 275 mm\n- an effective guardrail height above the roof surface of not less than 900 mm (for roofs with a pitch over 10 degrees the effective height must be measured from a point 300 mm inside the roof edge)\n- infill panels where the pitch of the roof exceeds 26 degrees.\n\n\nFigure 22 Guardrail system for roofing work\n\n\n\n\n\n\n## 9.4 Catch platforms\n\nCatch platforms may be constructed from many types of scaffolding systems (see Figure 23). Catch platforms used to control the risk of a fall:\n\n- where the roof pitch is not greater than 26 degrees, should be positioned as close as feasible to the underside of the roof, and in no case greater than 1 metre below the roof edge\n- where the pitch of the roof is greater than 26 degrees, should be positioned as close as feasible to the underside of the roof and in no case more than 500 mm below the roof edge\n- should have a guardrail. The top rail should be located at an effective height of not less than 900 mm above the point where the roofline projection intersects the guardrailing, installed with 450 mm midrails\n- where there is an increased risk of falling due to slippery roofing materials (such as fully glazed tiles or the presence of dust, moisture or oil on roofing) should be positioned not more than 500 mm below the roof edge, regardless of roof pitch\n- should incorporate a toeboard at the platform’s outer edge\n- should be extended to finish not more than 225 mm from the building face or be fitted with edge protection on the platform’s inner edge\n- should be kept clear of equipment, materials and debris.\n\n\nFor further information about the protection components, refer to AS 4994.\n\nFigure 23 Catch platforms for roofing work\n\n\n\n\n## 9.5 Steep roofs\n\nWhere the slope of a roof exceeds 35 degrees the roof is an inappropriate surface to stand on, even with guardrailing or a catch platform. In these circumstances, roof workers need a system to prevent both sliding and falling from the perimeter, comprising two or more of the following:\n\n- a work positioning system\n- a roof ladder\n- a scaffold platform, located at the roof edge.\n\n\n## 9.6 Installation of sarking – tile roofing\n\nIf sarking is used the laying of sarking should be done simultaneously with the installation of the battens. Lay the first sheet of sarking and install battens over the sheets, then lay the second sheet and install battens from the bottom of the roof to the apex.\n\n## 9.7 Installation of perimeter battens – metal roofing\n\nFastening of the perimeter battens to the hips and valleys may be done by affixing those parts of the perimeter battens that can be easily reached from a position on ladders or from inside the trusses. During the sequential battening of the body of the roof, the remaining length of the perimeter battens can then be secured.\n\n## 9.8 Fixing fascias and gutters\n\nOn houses with no eaves, fascias and gutters may be installed by working from trestle scaffolds or ladders from inside the house frame.\n\nWhere the design involves eaves, an external platform should be provided for fascia and gutter installation work. All external work platforms above 2 metres should be at least two planks (450 mm) wide. Guardrailing should be fitted where the there is a risk of injury due to fall. If a gutter is not present, then the 100 mm maximum distance of the platform from the roof face is measured from the fascia board.\n\nOther control measures for fixing fascias and gutters may include perimeter scaffolds (for two storey construction) and elevated work platforms. \n\n\n# APPENDIX A – REFERENCED DOCUMENTS AND FURTHER READING\n\n- Australian Standards\n- AS 1418.10 Cranes, hoists and winches – Elevating work platforms\n- AS/NZS 1576 series Scaffolding\n- AS 1577 Scaffolding planks\n- AS 1657 Fixed platforms, walkways, stairways and ladders – Design, construction and installation\n- AS 1720.1 Timber structures – Design methods\n- AS/NZS 1891.1 Industrial fall-arrest systems and devices – Harnesses and ancillary equipment\n- AS/NZS 1891.3 Industrial fall-arrest systems and devices – Fall-arrest devices\n- AS/NZS 1891.4 Industrial fall-arrest systems and devices – Selection, use and maintenance\n- AS/NZS 1892 series Portable ladders\n- AS 2550.1 Cranes, hoists and winches – Safe use – General requirements\n- AS 2550.10 Cranes, hoists and winches – Safe use – Mobile elevating work platforms\n- AS 2626 Industrial safety belts and harnesses – Selection, use and maintenance\n- AS 3566.1 Self-drilling screws for the building and construction industries – General requirements and mechanical properties\n- AS 3623 Domestic metal framing\n- AS/NZS 4389 Safety mesh\n- AS 4440 Installation of nailplated timber roof trusses\n- AS/NZS 4488 series Industrial rope access systems\n- AS/NZS 4576 Guidelines for scaffolding\n- AS/NZS 4994.1 Temporary roof edge protection for housing and residential buildings – General requirements\n- AS/NZS 4994.2 Temporary roof edge protection for housing and residential buildings – Installation and dismantling\n\n\n[Code of Practice: Managing the Risk of Falls at Workplaces](http://www.safeworkaustralia.gov.au/sites/swa/about/publications/pages/managing-risk-falls-cop)\n\n[Code of Practice: Construction Work](http://www.safeworkaustralia.gov.au/sites/swa/about/publications/pages/construction-work)\n\nNational Construction Code of Australia, published by the Australian Building Codes Board \n\n\n# APPENDIX B – TIMBER SCAFFOLDS\n\n## B1: INTRODUCTION\n\nThis appendix sets out recommended rules for the construction of timber scaffolds for works carried out in connection with buildings or structures and where the vertical distance between the working platform and the lowest level to which a person or object could fall does not exceed 6 metres, and where the scaffold supports no more than one full-length working platform.\n\nWhere it is intended to construct a timber scaffold that does not comply with Section B2 or B3 of this appendix and that has a working platform greater than 2 metres above the lowest level to which a person or object may fall, a copy of the detailed design drawings for the scaffold, prepared by a competent person, should be kept on site.\n\n## B2: TIMBER SCAFFOLDS - MAXIMUM 2 METRE LIFT HEIGHTS\n\n## 2.1 Scaffold components\n\nLoad bearing structural members used or intended to be used in the construction of a timber scaffold in accordance with this part, including standards, ledgers, guardrails, midrails, putlogs, braces, ties and rakers, shall have a stress grading of not less than F8 unseasoned hardwood or MGP 12 seasoned pine.\n\nThe minimum cross-sectional dimensions of structural members should be as specified in Sections 2.4 to 2.9 in this appendix. The timber sizes listed in this section are the nominal sizes for rough sawn timber. Where this appendix nominates an alternative use of a higher grade seasoned dressed timber, the equivalent dressed size may be used.\n\nAll components intended for use in the construction of a timber scaffold must be visually inspected for defects prior to each use and components found to be in an unserviceable condition must not be used.\n\n## 2.2 Working platform\n\nWorking platforms supported by timber scaffolds should be classified as:\n\n- light duty, for loads (persons and materials) of up to 225 kg per bay\n- medium duty, for loads (persons and materials) of up to 450 kg per bay\n- heavy duty, for loads (persons and materials) of up to 675 kg per bay.\n\n\nThe minimum width and length of working platforms should be:\n\n- 450 mm for light duty working platforms\n- 900 mm for medium duty working platforms\n- 1000 mm for heavy duty working platforms.\n\n\nThe maximum spans of solid timber scaffold planks are given in Table 1.\n\nScaffold planks forming a working platform should:\n\n- be of uniform thickness to prevent trip hazards\n- be closely laid across the full width of the scaffold to prevent traps and to prevent material or debris from falling through gaps\n- extend beyond their end putlogs not less than 150 mm nor more than 250 mm\n- be supported by putlogs at spacings not greater than the maximum spacing marked on the plank\n- except at returns or on unusually shaped profiles, be butted rather than lapped\n- where necessary, be adequately secured against uplift or displacement.\n\n\nTable 1 Maximum span of solid timber scaffold planks complying with AS 1577\n\n| Nominal thickness of plank (mm) | Maximum span between trestles (m) |\n| --- | --- |\n| 32 (hardwood only) | 1.0 |\n| 38 | 1.5 |\n| 50 | 2.0 |\n| 63 | 2.5 |\n\n\n## 2.3 Fixings\n\nAny reference to the use of screws in this section means the use of 10 gauge self-drilling screws\n\ncomplying with AS 3566. Screws should be long enough to have a minimum embedment length of 35mm into the supporting member.\n\nFixing for ledgers should be not less than:\n\n- one 12 mm diameter mild steel bolt, nut and washer\n- where the ledger rests on blocking, a 10 mm mild steel bolt, nut and washer. The blocking should be a minimum 200 mm long of the same cross-sectional area as the ledger and secured by a minimum of two screws to the standard.\n\n\nGuardrails, midrails, braces and ties should be fixed with a minimum of two screws.\n\n## 2.4 Standards\n\nStandards should be vertical and pitched on timber soleplates of sufficient area to distribute\n\nimposed loads without observable subsidence.\n\nThere should be no cavity under a soleplate immediately below a standard.\n\nWhere the height of the scaffold requires joints in the standards, they should be staggered and should not occur:\n\n• in adjacent standards in the same lift\n\n• in the same standard in adjacent lifts\n\n• more than once between adjacent ledgers\n\n• more than 300 mm from a ledger.\n\nJoints in standards should be butted and spliced.\n\nThe minimum cross-sectional dimensions of standards and the maximum longitudinal and transverse spacing of standards are set out in Table 2.\n\n\n\n\nTable 2 Standards\n\n| Minimum nominal size
(mm) | Duty classification of working platform | Maximum centre-to-centre longitudinal spacing | Maximum centre-to-centre transverse spacing |\n| --- | --- | --- | --- |\n| 75 x 38 | Light duty | 1.2 m | 660 mm |\n| 100 x 38 | Light duty | 2.4 m | 1.2 m |\n| 100 x 50 | Medium duty | 2.4 m | 1.2 m |\n| 100 x 75 | Heavy duty | 2.4 m | 1.2 m |\n\n\n## 2.5 Ledgers\n\nEach longitudinal row of standards should be joined on the inside face with horizontal ledgers, with their greater cross-sectional dimension vertical and extending the full length of the scaffold.\n\nThe distance between the surface supporting a standard and the first ledger and the distance between vertically adjacent standards should not exceed 2 metres.\n\nThe minimum cross-sectional dimensions of ledgers are set out in Table 3.\n\nJoints in ledgers should be butted and spliced. The joints should be staggered and should not occur:\n\n- in horizontally adjacent ledgers in the same bay\n- in vertically adjacent ledgers in the same bay\n- in the same ledger in the same bay\n- in the end bays of a scaffold\n- more than 300mm from a standard.\n\n\nTable 3 Ledgers\n\n| Minimum nominal sizes (mm) | Duty classification of working platform |\n| --- | --- |\n| 75 x 38 | Light duty |\n| 100 x 50 | Medium duty |\n| 100 x 75 | Heavy duty |\n\n\n## 2.6 Putlogs\n\nThe scaffold should be fixed in the transverse plane at each lift with putlogs.\n\nPutlogs should be set above ledgers with their greater cross-sectional dimension vertical and should be securely fixed to the ledgers or standards. Putlogs should be nailed to the upper surface of the ledger to secure them against dislodgement.\n\nAt each end of the scaffold, a putlog should be fixed at a distance not greater than 200 mm from the edge of the standard. Where the scaffold is two or more bays in length, a pair of putlogs should be fixed, one on either side of the intermediate standards, with the putlog spacing being not greater than 500 mm.\n\nWhere the planks of a working platform butt away from the standards, additional putlogs may be required. In any case, the overhang of planks should not be less than 150 mm and not more than 250 mm. In the case of a single pole scaffold, the inside end of each putlog should be fixed to the house frame by a minimum of two screws and should also be seated on minimum 300 mm long timber blocks of the same cross-section, fixed to the frame studs with a minimum of two nails. No joint should occur in the length of a putlog.\n\nThe cross-sectional dimensions and the maximum span of putlogs are set out in Table 4.\n\nTable 4 Putlogs\n\n| Minimum sizes (mm) | Duty classification of working platform | Maximum centre to centre span |\n| --- | --- | --- |\n| 75 x 38 | Light duty | 660mm |\n| 100 x 50 | Medium duty | 1.2m |\n| 125 x 50 | Heavy duty | 1.2m |\n\n\n## 2.7 Bracing\n\nTransverse braces should be fixed diagonally in each lift at each end of the scaffold.\n\nLongitudinal braces should be fixed in each lift of the scaffold to the outside of the outer row of standards, with the distance between braced bays not exceeding three bays in length.\n\nBraces should be fixed diagonally as close as possible to the intersection of the standards and ledgers and, in the first lift, the lower end of a brace should be fixed as close as possible to the intersection of the standard and its soleplate. In the case of a single pole scaffold, the inside end of a transverse brace should be fixed as close as possible to the intersection of a putlog and the building or structure.\n\nBraces should be a minimum of F8 unseasoned hardwood or MGP 12 seasoned pine with cross-sectional dimensions not less than:\n\n- 75 mm x 38 mm for a scaffold supporting a light duty working platform, and\n- 100 mm x 50 mm for a scaffold supporting a medium duty or heavy duty working platform.\n\n\n## 2.8 Stability\n\nEvery scaffold must be effectively stabilised by tying to the building or an adjacent structure, or by rakers to the ground. Ties and rakers should comply with the following:\n\n- Except in single pole scaffolds, ties should be fixed to both standards.\n- Rakers should be of the same material as the standards, fixed to the outer standards and, at ground level, they should be firmly footed or fixed with timber stakes driven into the ground, and positioned at approximately 45 degrees to the horizontal.\n- The first level of ties or rakers should not be higher than 4 metres above the lowest soleplate.\n- The distance between longitudinally adjacent ties or rakers should not exceed two bays.\n- Ties should not be fixed to the cladding of a building or structure.\n- Ties and rakers should be positioned so as not to obstruct access along the working platform.\n\n- No more than one lift should be constructed above the highest level of ties or rakers.\n- The minimum cross-sectional dimensions of ties should be the same as for braces.\n- Ties and rakers should be continuous in their length.\n\n\n## 2.9 Splicing of members\n\nWhere members are spliced, such joints should be butt joints with fishplates of the same cross-sectional dimensions fixed equidistant on each side of the butt point, and bolted through with four 12 mm diameter mild steel bolts, washers and nuts, spaced at 225 mm centres.\n\n## 2.10 Working platform edge protection and access\n\nWorking platforms must be provided with edge protection and a safe means of access and egress. Further guidance is available in AS/NZS 4576.\n\n## B3: TIMBER SCAFFOLDS – SINGLE POLE WITH HIGH FIRST LIFT HEIGHT\n\nThis section provides guidance for single pole scaffolds with:\n\n- a first lift height of up to 6 metres\n- a maximum load rating of medium duty\n\n\nThese scaffolds are typically suitable for many work tasks in the construction of double storey\n\nextensions, including the fixing of cladding, general carpentry, rendering and painting. Scaffolds described in this section are not suitable for heavy duty works such as bricklaying.\n\n## 3.1 Configuration\n\nThe configuration of scaffolds described in this section is shown in Figure 26.\n\nFor scaffolds erected in accordance with this section, the primary loads are transferred directly from the working platform to the putlogs at each standard. These putlogs transfer the loads directly to the standard at the outer face and to the building frame at the inner face. Intermediate putlogs, supported by a ledger, are only required where it is necessary to ensure planks do not exceed their allowable span or where planks are butted along the working platform.\n\nFigure 26 Timber scaffold (single pole – high first lift)\n\n\n\n\n## 3.2 Scaffold components\n\nLoad bearing structural members used or intended to be used in the construction of a timber scaffold in accordance with this section, including standards, guardrails, midrails, putlogs, braces, ties and rakers should have dimensions and stress gradings as specified in Sections 3.5 to 3.9.\n\nAll components intended for use in the construction of a timber scaffold should be visually inspected for defects prior to each use and components found to be in an unserviceable condition must not be used.\n\n## 3.3 Working platform\n\nWorking platforms supported by timber scaffolds constructed in accordance with this section are classified as:\n\n- light duty, for loads (persons and materials) of up to 225 kg per bay\n- medium duty, for loads (persons and materials) of up to 450 kg per bay.\n\n\n## 3.4 Fixings\n\nAny reference to the use of screws in this section means the use of Type 17 self-drilling screws complying with AS 3566. Screws should be long enough to have a minimum embedment length of 35 mm into the supporting member.\n\nAll fixings for ledgers, horizontal ties, putlogs and braces should be not less than 2 nos 12 gauge screws to each standard.\n\nPutlogs at each standard should bear directly on the standard and be fixed to the standard as shown in Figure 27. The inside end of these putlogs should be fixed to the building rafter with minimum one M12 bolt. Intermediate putlogs should be nailed to the upper surface of the ledger to secure them against dislodgement.\n\nFigure 27 Timber scaffold (single pole – high first lift) details\n\n\n\n## 3.5 Standards\n\nStandards should have a stress grading not less than:\n\n- F8 unseasoned hardwood\n- MGP 12 seasoned pine.\n\n\nThe minimum cross-sectional dimensions and should be in accordance with Table 5.\n\nThe maximum longitudinal spacing of standards should be 2.7 metres.\n\nExcept as noted in this section, standards should be constructed in accordance with Section 2.4 of this appendix.\n\nTable 5 Standards\n\n| Height to working platform | Minimum (nominal) sizes |\n| --- | --- |\n| 6.0 m | 2 nos 120 x 45 |\n| 5.0 m | 2 nos 120 x 45 |\n| 4.0 m | 2 nos 90 x 45 |\n| 3.0 m | 2 nos 90 x 45 |\n\n\n## 3.6 Ledgers and horizontal ties\n\nEach longitudinal row of standards should be joined on the inside face with horizontal ties, with their greater cross-sectional dimension vertical and extending the full length of the scaffold. At the working platform a ledger should perform the function of a horizontal tie.\n\nAll horizontal ties should be:\n\n- a minimum size of 70 x 45 or 90 x 35 MGP 10 seasoned pine\n- located at a maximum centre-to-centre vertical spacing of 2 metres with the lowest tie being not greater than 300 mm above the sole plate.\n\n\nA ledger of minimum size 120 x 35 F17 KDHW should be fixed to the inside of each standard at the level of the working platform. Joints in ledgers and horizontal ties should be staggered and should not occur:\n\n- in vertically adjacent members in the same bay\n- in the same member in the same bay\n- in the end bays of a scaffold.\n\n\nJoints in ledgers and horizontal ties should be butted and spliced.\n\n## 3.7 Putlogs\n\nThe scaffold should be fixed in the transverse plane at the working platform lift. In this type of scaffold design, the putlogs also perform the function of tying the scaffold to the building. Putlogs should be:\n\n- located at each standard\n- fixed to their support in accordance with Section 3.4 of this appendix\n- be continuous along their length.\n\n\nThe cross-sectional dimensions and the maximum span of putlogs are set out in Table 6.\n\nTable 6 Putlogs\n\n| Span of putlog | Minimum sizes and grading |\n| --- | --- |\n| 2.4 m | 140 x 45 F17 KDHW |\n| 1.8 m | 140 x 45 F17 KDHW |\n| 1.2 m | 150 x 50 F7 Oregon |\n\n\n## 3.8 Bracing\n\nLongitudinal braces should be fixed in each lift of the scaffold to the outside of the outer row of standards, with the distance between braced bays not exceeding three bays in length.\n\nBraces should be fixed diagonally as close as possible to the intersection of the standards and ledgers and, in the first lift, the lower end of a brace should be fixed as close as possible to the intersection of the standard and its soleplate.\n\nBraces should be a minimum of F8 unseasoned hardwood or MGP 10 seasoned pine with nominal cross-sectional dimensions not less than 100 x 38 mm.\n\n## 3.9 Splicing of members\n\nWhere members are spliced, such joints should be butt joints with fishplates of the same cross-sectional dimensions fixed equidistant on each side of the butt point, and bolted through with four 12mm diameter mild steel bolts, washers and nuts, spaced at 225 mm centres.\n\n## 3.10 Working platform edge protection and access\n\nWorking platforms must be provided with edge protection and a safe means of access and egress. Further guidance is available in AS/NZS 4576.\n\n---\n\n\n[[1]](#_ftnref1) For example within 1.2m of an edge or opening if the person is working at the same level as the edge or opening (i.e. not on an elevated platform or a ladder).\n","sortOrder":0}],"analysis":{"kimi_summary":{"content_quality":"ok","complexity_score":6,"scope_assessment":{"changed":false,"description":"The scope remains tightly focused on its original purpose. The 2015 version is explicitly a revision of the 2010 National Code of Practice for the Prevention of Falls in Housing Construction, updated only to reflect the new WHS Act and Regulations framework. The application is deliberately narrow: housing construction only, new builds only, maximum two storeys, specific building classes. The detailed technical appendices on timber scaffolds and roof truss installation are consistent with the original intent of providing practical, trade-specific guidance rather than expanding into broader construction sectors."},"complexity_factors":["Extensive cross-referencing to the Work Health and Safety Act 2011, WHS Regulations, and 15+ Australian Standards (AS/NZS codes)","Nested conditional logic throughout — safety measures depend on multiple variables: height thresholds (2m, 4m, 6m, 6.5m), roof pitch angles (10°, 26°, 35°), load classifications (light/medium/heavy duty), and material specifications","Detailed technical specifications in Appendix B with 6 tables of timber dimensions, stress grades (F8, MGP 12, F17), and maximum spans requiring engineering knowledge","Multiple overlapping duty holders with interlocking obligations — PCBUs, workers, designers, officers, and multiple contractors requiring consultation and coordination","Hierarchy of controls with five levels and exceptions at each level (e.g., ladders only for 'short duration light work' with specific prohibitions)","Specific measurement requirements throughout (e.g., guardrails 900-1100mm high, ladder slope 4:1, catch platforms max 500mm below roof edge on steep pitches)","Defined terms section with 5 key definitions, but many technical terms used without definition (e.g., 'waling plates', 'nogging', 'sarking', 'verge sprockets')","Multiple method statements for the same task (e.g., two methods for erecting roof trusses depending on whether cranage is used)"],"plain_english_summary":"This Code of Practice explains practical, approved measures to prevent falls from one level to another during new detached and duplex housing construction (up to two storeys). It guides builders, trades, equipment suppliers and company officers on selecting controls, safe work methods and training for common tasks like roofing and floor work.\n\nIt’s legally significant—used to show what’s reasonably practicable—and applies only to new low-rise housing (not higher buildings, renovations or maintenance)."},"flash_summary_failed":{"failed":true,"reason":"Unauthenticated. Configure AI_GATEWAY_API_KEY or use a provider module. Learn more: https://ai-sdk.dev/unauthenticated-ai-gateway","source":"analysis-cron"},"flash_summary":{"complexity_score":6,"scope_assessment":{"changed":false,"description":"This instrument is presented as a revised version of the earlier 2010 national code and is updated to align the guidance with the Work Health and Safety Act and Regulations (Foreword; Scope). The revision clarifies thresholds, updates technical guidance and cross-references current WHS obligations, but it does not materially expand the Code's subject-matter scope beyond preventing falls in typical one‑ and two‑storey housing construction. It continues to exclude maintenance/renovation work and multi‑storey buildings above two habitable storeys."},"complexity_factors":["Lengthy instrument with multiple chapters covering general principles and detailed, task-specific procedures (9 main chapters plus 2 appendices).","Several cross-references to the WHS Act and WHS Regulations (e.g. Reg. 297, Regs 34–38, Reg. 317) and many external Australian Standards (Appendix A).","Hierarchical decision logic with five levels of control and conditional application depending on 'reasonably practicable' and task-specific risk factors (Section 2.1–2.2).","Many numeric thresholds and technical parameters (e.g. 2 m, 4 m, 6.5 m, 26°, 35°, guardrail heights 900–1100 mm, plank spans, timber grades) that require site-specific application.","Detailed, prescriptive specifications for timber scaffold construction (Appendix B) including tables of member sizes, spans and fixings — technical engineering content.","Multiple conditional work methods for similar tasks (e.g. cranage vs manual truss erection; different batten/truss spacing options) introducing branching choices.","Numerous defined terms and operational concepts (e.g. \"solid construction\", \"fall prevention device\", \"work positioning system\", \"reasonably practicable\", \"competent person\") interacting across sections.","Operational requirements for inspections, tagging, training, record-keeping and SWMS add procedural complexity across projects."],"plain_english_summary":"**What this instrument does (mechanical effect)\n\n- Approves a published Code of Practice titled the Preventing Falls in Housing Construction Code of Practice 2015 as an \"approved code of practice\" under the Work Health and Safety Act (s.274). That approval gives the document legal weight as practical guidance on how to meet WHS duties about falls in housing construction (Foreword).\n- Identifies who the Code is aimed at: persons conducting a business or undertaking (PCBUs), designers, suppliers, manufacturers, officers (e.g. directors) and workers involved in the construction or extension of typical one- and two-storey housing and small ancillary buildings (Scope and application).\n- Sets out a practical, ordered approach (a \"hierarchy of control\") for preventing or minimising falls, from eliminating the need to work at height through to administrative controls and ladder use (Section 2.1).\n- Gives detailed, task-level technical guidance for common housing construction activities (flooring, wall framing, truss erection, roofing, scaffolds, ladders, EWPs, timber scaffold construction, etc.) with numeric thresholds and specifications (various chapters and Appendix B).\n- Explains the legal back-up: following the Code is usually sufficient to meet WHS Act/Reg requirements for the subject matter, but other methods that provide an equivalent or higher standard are allowed; courts and inspectors may rely on the Code as evidence of what is reasonably practicable (Foreword).\n\nWho it affects\n\n- Primary duty-holders (PCBU): builders, head contractors and employers on housing construction sites — they must apply the risk-management steps and select controls so far as is reasonably practicable (Section 1.1; Section 2.2).\n- Officers (company directors and equivalents): have a due diligence duty to ensure their business has the processes and resources to manage fall risk (Section 1.1).\n- Designers, manufacturers, suppliers and importers of plant or structures: must design and supply products that are, so far as reasonably practicable, without health and safety risks (Section 1.1).\n- Workers and subcontractors: must comply with required training, SWMS where relevant, and follow safe systems and instructions (Section 2.3; Reg. 317 reference).\n\nWhy it matters (official purpose, with practical implications)\n\n- The Code is presented as a practical guide to reducing deaths and serious injury caused by falls in typical housing construction (Foreword; Introduction). It translates legal duties (WHS Act/Reg) into step-by-step options and technical parameters (e.g. rail heights, scaffold loads, roof pitch thresholds).\n\nPractical mechanics and obligations to note\n\n- Hierarchy of control: Duty-holders are instructed to first try to eliminate working at height (Level 1), then use passive fall-prevention devices (Level 2), then work-positioning systems (Level 3), then fall-arrest systems (Level 4), and only use administrative controls and ladders as a last resort (Level 5) (Section 2.1).\n- Height and risk thresholds drive choices: level 1–4 controls are usually needed at 2 metres or more; some activities above set heights trigger SWMS or licensing obligations (Regulations cited at Section 1.1 and throughout).\n- Training and competence: general induction and task-specific instruction are required; supervisors must be trained; some plant operation requires licences (Section 2.3; EWP guidance).\n- Technical detail and standards: the Code cross-references numerous Australian Standards and contains specific dimensions, load ratings, guardrail heights (900–1100 mm), roof pitch cut-offs (26°, 35°), scaffold inspection intervals, timber sizes and fixings (Appendix A and B; multiple sections).\n- Legal status: the Code is guidance, not a regulation. Following it is strong evidence of compliance, but PCBUs can use alternative methods that achieve equivalent or higher safety (Foreword).\n\nCosts, incentives, trade-offs and implementation considerations\n\n- Who pays: costs of compliance (scaffolding, EWPs, fall-arrest systems, training, competent inspections, crane hire, design work) are borne by the PCBU or employer commissioning the work. Some measures (prefabrication, cranage) shift costs earlier in the project.\n- Behavioural incentives: the Code pushes PCBUs toward higher-order, passive controls (e.g. working from solid construction or guardrails) because they are earlier in the hierarchy — this tends to favour investment in equipment or planning over purely administrative fixes (Section 2.1).\n- Small builders and sole traders: the Code contains requirements that can be capital intensive or require access to licensed trades (e.g. licensed scaffolders for scaffolds over 4 m). That creates an implementation burden on smaller businesses or those working on tight margins (Scaffolding checklist; Appendix B).\n- Productivity and timing trade-offs: measures such as prefabricating elements at ground level or installing temporary platforms may increase upfront cost and planning time but reduce on-site exposure to height risk (Section 3.1; Sections 8.5–8.6). Contractors must weigh those upfront costs against potential reductions in injury risk, lost time, and regulatory action.\n- Discretion and enforceability: the Code repeatedly uses the statutory test of \"reasonably practicable\" (Section 2.2). That allows flexibility to adapt controls to site-specific factors but creates interpretation risk: inspectors and courts may assess the same facts differently (Foreword; Section 2.2).\n- Substitution effects and compliance choices: where higher-order controls are not feasible, the Code accepts administrative controls and ladder work for short-duration, low-risk tasks, but requires that such choices be justified in risk assessments and recorded in SWMS where required (Section 7.2; SWMS references in Section 1.1).\n- Implementation risks: safe use depends on competent persons, correct installation and maintenance, and adherence to manufacturer/supplier instructions. Many sections require inspection, tagging, or engineer verification for load-bearing elements (Scaffolding checklist; Appendix B).\n\nConcrete behaviour changes the Code drives\n\n- Duty-holders must run a documented risk-management process: identify hazards, eliminate where practicable, implement controls per the hierarchy, maintain and review controls (Regulations 34–38 referenced in Section 1.3).\n- Use of specific controls and equipment according to the task: e.g. guardrails on edges, catch platforms under roof edges, travel restraint only where it prevents reaching an edge, IFAS limited in housing due to anchorage issues (Sections 4–6).\n- Recordkeeping for high risk construction work: SWMS must be prepared for work with a risk of falling more than 2 m (Section 1.1).\n\nHow the Code affects market choices and private enterprise (brief)\n\n- Favors capital or design solutions (guardrails, scaffolds, prefabrication) over low-cost administrative fixes.\n- Can raise compliance costs for smaller builders but also reduces legal and reputational risk for those who comply.\n- Encourages product designers and suppliers to give clear instructions and anchorage ratings because the Code relies on manufacturer/supplier guidance (multiple sections).\n\nLimitations and boundaries\n\n- The Code applies to new construction/extension of single- and two-storey housing and some small ancillary buildings; it does not apply to maintenance or renovation work, nor to multi-storey buildings above two habitable storeys (Scope and application).\n- It is not exhaustive of all hazards; duty-holders must still consider other risks and applicable regulations and standards (Foreword).\n\nReference points in the instrument: see Foreword; Scope and application; Sections 1.1–1.3; Section 2 (hierarchy and reasonably practicable); Sections 3–9 (technical controls); Appendix A (standards); Appendix B (timber scaffold rules)."}},"importantCases":[],"_links":{"self":"/api/acts/work-health-and-safety-preventing-falls-in-housing-construction-code-of-practice-2015","history":"/api/acts/work-health-and-safety-preventing-falls-in-housing-construction-code-of-practice-2015/history","analysis":"/api/acts/work-health-and-safety-preventing-falls-in-housing-construction-code-of-practice-2015/analysis","conflicts":"/api/acts/work-health-and-safety-preventing-falls-in-housing-construction-code-of-practice-2015/conflicts","importantCases":"/api/acts/work-health-and-safety-preventing-falls-in-housing-construction-code-of-practice-2015/important-cases","documents":"/api/acts/work-health-and-safety-preventing-falls-in-housing-construction-code-of-practice-2015/documents"}}