Where required by specific risks, clients, main contractors, designers and users should arrange for suitable control measures to be included at tender stage, such as for instance, protection gantries to protect the public during scaffolding operation. It covers selecting, erecting, and dismantling all types of scaffolds. There are risks associated with scaffolders falling through and from the scaffold. DISMANTLING OF SCAFFOLDS Refer to Technical Advisory for Scaffolds1 No. T/F. Scaffolds over _____ feet in height must be designed by a registered professional engineer. Are site-specific hazards, eg proximity to powerlines – and control measures included in the scaffolding safe work method statement? Closed working platforms must not be used as access to a working platform. Figure 4: Diagrammatic illustration of an erection platform option for a three-plank-wide scaffold. Step 2 The purpose of this procedure is to ensure scaffolding is adequate for the work to be performed and properly erected and dismantled. Printed on Tuesday, 20 October 2015. It applies to workers, supervisors, scaffold qualified persons, scaffold custodians, and Facilities. Approved personal fall protection is required any time employees work on, erect, modify or dismantle a scaffold which is not protected by a complete deck and guardrails. There may be prefabricated modular steel scaffolding designs (component or site-specific configuration) that require specific erection methods. 3.1. Employers must ensure that the specifcations for constructing, installing, using, maintaining and dismantling Legislative requirements and guidance materials erect mesh panels when working from a fully planked platform with edge protection, gaps between adjoining mesh panels and standards must not be greater than 25 mm, measured horizontally, fill any larger gaps between panels with similar material, do not allow any scaffold fitted with mesh panels to free stand more than 2 m above the highest tie remaining in place, erection in high wind areas, eg coastal or cliff edges, standards are manufactured from tube 48.3 mm od x 4 mm wall thickness and minimum steel grade c250 (minimum yield strength), scaffold is erected nominally plumb and standards are free of bends and damage, maximum height to the top working platform is no more than 20 m, bay size is not exceeding 2.4 m x 1.3 m approximately, number of fully planked platform levels is not more than 10, number of hop-up platforms is not more than 10 – hop-up platforms may be capable of supporting one or two planks wide (about 450 mm), live load (duty rating), uniformly distributed over the working platform, does not exceed permissible duty rating as outlined in table 1, working platforms supported by hop-up brackets are not loaded to more than light duty, regardless of the duty rating of the working platform in the adjoining scaffold bay, number of permitted loaded working platforms and platforms supported by hop-up brackets are not greater than those shown in table 1, where specified, scaffold is sheeted with chain-wire mesh and 20 per cent porosity (minimum) shade cloth, the maximum vertical extension of a clad scaffold above the highest tie does not exceed 2 m, with all standards above the tie being full standards without any joints, wind load is imposed by a wind speed not exceeding 60 kph (16 m/s) acting at 90 degrees directly onto the scaffold face – this design assumption does not allow a scaffold to be erected near a cliff edge or any other area where high winds are likely to occur during the time the scaffold is being erected, used or dismantled (this assumption also applies to incomplete scaffolds), every second standard is tied to a supporting structure of adequate strength, at 4 (maximum) vertical intervals, or scaffolds with a fully planked platform above 14 m, additional ties are placed as per figure 6, the foundation or footing has adequate bearing capacity to support the imposed load from the scaffold (refer to Australian Standard AS4576: Guidelines for Scaffolding), read across the table for each variation of permitted number of loaded platforms and hop-up platforms (eg see the bold figures), platforms within the bay must not be loaded to greater duty loading than shown in the table, load on hop-up platforms must not be greater than light duty loading, for technical specifications on scaffold, contact your local manufacturer. Depending on the job, your scaffolding is undoubtedly going to be put under some heavy loads with workers and equipment. (e)(9)(i) - The employer shall provide safe means of access for each employee erecting or dismantling a scaffold where the provision of safe access is feasible and does not create a greater hazard. Dismantling sequence should be planned and that sequence of … Scaffolding safety regulations. Note: Scaffold is shown against a building, so guardrails only needed on external face. Page 3 of 29 1 Purpose The purpose of this procedure is to outline the process for managing risks associated with scaffolds and scaffolding work under section 19 of the Work Health and Safety Act (the WHS Act) 2012. What are the fall protection requirements for all scaffolds? Australian Standards can be purchased from SAI Global. Although it’s easy to use effectively, it is still equipment that comes with a risk. Is there a system in place to inform workers which platforms are working platforms or closed platforms, eg scaffolders to provide information and in turn this information to be provided to workers through regular toolbox meetings? This is supported from above and is also perfectly acceptable. install next standards, guardrails and mid-rails. Ontario law requires that: all platforms on a scaffold must be at least 18 inches wide 1926.451(b)(2) Are guardrails required on all open sides of scaffolding? Dismantling of metal scaffolds The dismantling work shall be done by trained workmen under the immediate supervision of a competent person. The purpose of this procedure is to ensure scaffoldingis adequate for the work to be performed and properly erected and dismantled. Where the scaffold is greater than 225 mm from the working face, install guardrails and mid-rails to the inner face standards. If it's overly wet or icy, it's recommended that all workers steer clear of any scaffolding unless absolutely necessary. In addition, if you're working in public, ensure that you erect barriers and signs to make members of the public aware of your work. On scaffolding edge sides, incorporate a built-in mid-rail. When the work area is less than 18 inches (46 centimeters) wide, guardrails and/or personal fall arrest systems must be used. If you are using a temporary edge protection system, modify the dismantling sequence to suit. Incidents involving scaffolding account for 4,500 workplace injuries and 50 deaths per year. Note: If in doubt, get expert advice. Workers should also always be strapped in wherever possible with a scaffold harness , particularly in major construction work where it's common for work to take place hundreds of feet above ground. Figures 1, 2, 3 and 4 show various examples of a temporary erection platform. Has a documented site-specific risk assessment been undertaken to ensure that scaffolding is not erected near a cliff top or other high wind area? Safety Tips | Working on Scaffolds. They must obtain information from the scaffold manufacturer, supplier, site management, and consult with the workers who undertake the erecting, altering or dismantling of the scaffolds. Base out scaffold and erect base lift and first lift. For safe completion of the work, consider the following: Erection platforms should comply with the criteria given below. It's also important that your scaffolding is perfectly level and that its structural integrity is above reproach. Note: Scaffold is shown against a building, so guardrails only needed on external face. Never climb with any materials or tools in your hand, they should be hoisted up to the scaffold separately. This means that all of the parts are secure, in good condition, and regularly maintained. 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