Hung / Needle Scaffold SWMS
SWMS template for hung / needle scaffold. Covers Suspended off needles through building, for impossible-ground sites.. 8-state AU coverage, CIH-reviewed editable DOCX, available as an instant download.
SWMS variants reference your stateβs WHS legislation. Instant download after payment.
Hung or needle scaffolds are suspended platforms cantilevered off structural needles (steel beams or timber bearers) projecting through a building's openings or over its edge, used where ground-supported scaffold is impossible β over water, voids, basements, atriums, or congested footpaths. The work is High Risk Construction Work under WHS Regulation 2011 r291 because it involves a risk of a person falling more than two metres, work on or adjacent to a structure being altered, and structural attachment to an existing building. A documented SWMS is mandatory before work commences under r299, must be developed in consultation with workers under r294, and must be available at the workplace for the duration of the high risk construction work. This template addresses the specific failure modes of hung scaffolds β needle pull-out, counterweight displacement, tie failure, and fall from the suspended deck β and aligns control measures with AS/NZS 1576 and the Scaffolds and Scaffolding Work Code of Practice.
Hazards identified
7 hazards covered, sorted by priority.
Catastrophic collapse of suspended platform causing multiple fatalities and structural damage to host building floor slab
Fatal impact injury or drowning; PCBU prosecution under WHS Act Category 1 reckless conduct provisions
Progressive collapse of scaffold and fall of erectors mid-shift; potential dropped-object fatality at street level
Serious head injury or fatality to pedestrians; SafeWork notifiable incident and public liability exposure
Plank deflection, transom failure or needle yielding leading to localised platform collapse and fall injury
Loss of stability, swing-out, worker dislodgement and structural damage to host building facade tie points
Hidden structural compromise causing delayed collapse; breach of r225 scaffold alteration competency requirements
Control measures
Hierarchy-of-controls order: elimination β substitution β isolation β engineering β administrative β PPE.
- 1Elimination β where building geometry permits, redesign access using mast climbers, EWPs or perimeter screens to eliminate suspended needle scaffold entirely from the construction methodology.
- 2Elimination β prefabricate facade panels at ground level and lift into position to remove the need for an external working platform at height.
- 3Substitution β substitute hung scaffold with a cantilevered loading bay or hanging-bracket system rated and certified to AS/NZS 1576.3 where loading duties allow.
- 4Engineering β engage a chartered structural engineer (RPEQ/CPEng) to design needle layout, kentledge mass, tie-back capacity and host-structure load path before erection, with stamped drawings on site.
- 5Engineering β install permanent guardrails to 900β1100 mm, mid-rails and 150 mm toe boards on all open edges per AS/NZS 4576, plus containment sheeting and catch fans over public areas.
- 6Engineering β fit needles with positive mechanical restraint (through-bolts, U-bolts or welded stops) against rotation and pull-out, independently verified before deck loading.
- 7Administrative β only allow erection, alteration and dismantling by a ticketed Advanced Scaffolder under WHS Reg r225, with a Scafftag handover inspection and 30-day re-inspection regime documented.
- 8Administrative β enforce a written load management plan posted at access point specifying duty rating, maximum persons, material stockpile limits and exclusion of mechanical plant from the deck.
- 9PPE β full body harness with twin lanyards and energy absorber compliant with AS/NZS 1891.1 anchored to engineer-designated points during erection, alteration and dismantle phases only.
- 10PPE β Class 1 hard hat with chin strap, Class 5 cut-resistant gloves, steel-cap boots and high-visibility long-sleeve clothing to AS/NZS 4602.1 for all personnel on or below the structure.
Applicable Codes of Practice
Defines structural performance, duty live loads and component standards directly governing needle beam selection, deck construction and guardrail geometry on hung scaffolds.
Mandates harness specification, anchor point loading (15 kN) and inspection regime applied during erection and dismantle of suspended needle platforms.
Sets handover inspection, Scafftag, competency and consultation duties under r294 and r225 for hung scaffold systems above two metres.
Provides inspection checklists, edge protection dimensions and load-rating signage requirements adopted by SafeWork inspectors auditing suspended scaffold installations.
High-Risk Construction Work triggered
Hung scaffold decks are by definition suspended above a void, basement or ground with fall distances routinely exceeding 2 metres during erection and use.
Needles penetrate and load-share with the host structure, so the building fabric must be assessed and engineered temporary support provided to accept the tie-back and bearing loads without collapse.
PCBU must prepare, consult on and retain the SWMS for the duration of the work plus two years post-incident; non-compliance attracts Category 1β3 penalties under the WHS Act, substantial and indexed, with the current maximum following the prevailing WHS schedule.
Who this is for
- βAdvanced scaffolders erecting suspended access systems
- βPrincipal contractors on facade refurbishment projects
- βSite supervisors managing over-water or basement works
- βStructural engineers certifying needle and kentledge designs
What you receive
- βEditable DOCX template β Microsoft Word compatible
- βState-specific WHS legislation schedule (NSW/VIC/QLD/SA/WA/TAS/NT/ACT)
- βHazard register with risk ratings + hierarchy-of-control mapping
- βWorker sign-on register, pre-start checklist, and incident escalation flow
Worked example
On a heritage facade restoration above a tram corridor, the scaffold supervisor opens the pre-start toolbox with this SWMS in hand. Three Advanced Scaffolders are about to extend a hung needle scaffold one bay east to reach a damaged parapet. The supervisor walks the crew through hazard line 1 (needle pull-out) and confirms the engineer's stamped layout drawing pins the new needles into the level 4 slab with U-bolts and 1.2 tonnes of kentledge per needle β matching the SWMS engineering control. He then reviews the fall-from-deck hazard and confirms twin-lanyard harnesses are anchored to the designated overhead static line, not the handrail. Each scaffolder signs onto the SWMS register, noting their Advanced Scaffolding HRWL number. Mid-task, wind picks up to 38 km/h. The leading hand pauses work, opens the SWMS to the wind-uplift control, and applies the documented trigger: cease erection above 35 km/h until anemometer confirms sustained drop. He records the stand-down in the daily diary, photographs the Scafftag amendment, and only resumes once gusts subside. At handover, the completed deck is independently inspected, Scafftagged green, and the SWMS is left in the site office for the following trades to countersign before accessing the platform.
Related legislation
- WHS Act 2011 (model)
- WHS Regulation 2025
- Managing the Risk of Falls at Workplaces CoP
Frequently asked questions
Does a hung needle scaffold need a SWMS before erection starts?
Yes. A suspended deck is by definition above a void, basement, water or street, so s291(a) of the WHS Regulation applies wherever the fall distance exceeds 2 m, and s291(e) applies because needles penetrate and load-share with the host structure. Where the scaffold is hung over water with a drowning risk, s291(q) is engaged as well. Section 299 requires the SWMS before the work starts, r294 requires it be developed in consultation with the scaffolders, and it must remain available at the workplace for the duration of the high risk construction work.
How is needle pull-out or rotation actually prevented?
By mass and by mechanical restraint, both signed off by an engineer. A chartered structural engineer designs the needle layout, kentledge mass, tie-back capacity and host-structure load path, with stamped drawings held on site. Needles are then fitted with positive mechanical restraint β through-bolts, U-bolts or welded stops β against rotation and pull-out, and that restraint is independently verified before the deck is loaded. The worked example pins new needles into a level 4 slab with U-bolts and 1.2 tonnes of kentledge per needle, matched back to the drawing at pre-start.
How much load can the suspended deck carry?
Whatever the duty rating on the design allows, and no more. AS/NZS 1576.1 sets structural performance and duty live loads (light, medium or heavy) for the deck, and the document requires a written load management plan posted at the access point that states the duty rating, maximum number of persons, material stockpile limits, and the exclusion of mechanical plant from the platform. Overloading is a listed hazard because plank deflection, transom failure or needle yielding produce localised collapse rather than a visible warning.
Can other trades use or alter the scaffold after handover?
Use it, yes, once it has been independently inspected and Scafftagged. Alter it, no. Only a ticketed Advanced Scaffolder may erect, alter or dismantle under r225, and unauthorised removal of needles, ties or guardrails by following trades is a listed hazard precisely because the compromise is hidden until it fails. The regime in the document is a Scafftag handover inspection, re-inspection at intervals not exceeding thirty days, and the SWMS left in the site office for following trades to countersign before they access the platform.
What is in the pack, and when must it be reviewed?
You receive an editable Word document, purchased once: a hazard register with risk ratings mapped to the hierarchy of control, a state-specific legislation schedule for NSW, VIC, QLD, SA, WA, TAS, NT and ACT, a worker sign-on register capturing each scaffolder's Advanced Scaffolding licence number, a pre-start checklist and an incident escalation flow. Review it whenever the needle layout, kentledge, duty rating or host structure changes, after any notifiable incident, when a health and safety representative asks, and before the scaffold is extended to a new bay.
Document details
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