Loading Platform Installation & Operation SWMS
SWMS variants reference your state’s WHS legislation. Instant download after payment.
A loading platform is a hole cut in the building's edge protection, on purpose, at height. Everything else about the perimeter is built to keep people away from the drop; the platform exists so that loads can pass through it. That contradiction is managed by one discipline above all others: **the gates**. The gates are closed except during the moments a load is actually passing the edge, because a person at the open gate is a person at an unprotected edge many storeys up. A propped-open gate is not a convenience — it is the removal of the only thing between the landing crew and the street.
**The second discipline is load, and it is where the platform is most often overloaded while the plate at the gate still reads compliant.** The safe working load is a designed number that already includes the crane's dynamic landing allowance — a pallet set down hard applies more than its own weight, and a platform loaded to its static limit has no margin left for the landing. The structure beneath is part of the platform too: back-propping and needles carry the platform's loads down through slabs that may themselves be young concrete, on propping installed to the engineer's design, on the levels the design names, and never removed early because a floor below needs the space. This SWMS covers cantilevered and retractable loading platform installation, operation and dismantling — erection and fixing, back-propping and needles, counterweights, crane landing of palletised and loose materials, retractable extend and retract cycles, gate operation and relocation floor to floor. Authored for New South Wales. Regulator: SafeWork NSW.
Hazards identified
14 hazards covered, sorted by priority.
Fatal fall through the gate line when a gate is propped or left open
Catastrophic overload while a platform loaded to its static limit has no margin left for the landing
Progressive collapse when propping the platform depends on is pulled by a trade below
Struck-by or dropped-load injury in a drop zone that reaches the street
Fall from the open edge before the platform's own protection is in place
Head or crush injury below from anything left on a transfer point that is not a store
Fall or crush when an unpinned deck slides or cycles onto a person in its path
Loss of support from fixings working loose under reversing loads every lift
Platform, fixing or structural damage and dislodged material to the street below
An open edge for as long as a removed rail is out, and loading nobody controlled
Musculoskeletal injury handling pallets, loads and platform components
Loss of control of a load exactly where the platform edge concentrates wind
Noise-induced hearing loss from sustained exposure at the landing
Slips, lacerations and crush injuries to hands at gates, pins and moving parts
Control measures
Hierarchy-of-controls order: elimination → substitution → isolation → engineering → administrative → PPE.
- 1Keep the gates closed except during the moments a load is actually passing the edge — the gates ARE the platform's edge protection, and a propped-open gate removes the only thing between the crew and the street.
- 2Engineer gates that self-close or positively latch, provide rated anchorage points at the platform for the landing crew, and lay the platform geometry out so loads can be received without a person standing in the gate line.
- 3Require harness connection to rated anchorage whenever the gates are open, keep only the trained landing crew on the platform during a lift, and shut and latch the gates the moment the load is landed.
- 4Load within the platform's rated SWL for the load case the designer specified — the SWL already includes the crane's dynamic landing allowance, so a platform loaded to its static limit has no margin left for the landing.
- 5Display the SWL and load distribution at the platform, verify pallet masses from documentation before the lift rather than estimating at the hook, and never use the platform for storage beyond the immediate landing.
- 6Install back-propping and needles exactly to the temporary works engineer's design — the levels it names, the props it specifies, the slab strengths it assumes — and confirm slab strength by the engineer's stated method before loading.
- 7Move or remove no prop, needle or counterweight without the engineer's written approval, protect propping from removal by other trades with signage and physical means, and treat any settlement or prop distress as a stop-work.
- 8Exclude the area below the platform and the load path for every lift — the drop zone reaches the street and stays excluded for the whole cycle — with a licensed dogger directing every landing and the crew behind the load's line, never under it.
- 9Erect and dismantle to a sequence that maintains protection ahead of the work, with rated anchorage for the erection crew independent of the platform being built, and the designer's erection method statement followed without improvisation.
- 10Clear every load immediately and keep the platform bare between lifts, fit kickboards, mesh or solid infill at edges per the design, and control strapping and dunnage rather than leaving them to blow over the edge.
- 11Cycle a retractable deck only when it is clear of people, loads and obstructions, verify the securing pins engaged before every loading cycle — an unpinned deck is a slide — and tag defects with the platform out of service.
- 12Fix to the structure exactly as the temporary works design details — anchor type, embedment, edge distance and the member itself verified — proof-load or torque-verify anchors where the design requires, and re-verify fixings after relocation.
- 13Control the platform as scaffolder-only plant: alteration by anyone but a licensed scaffolder under the designer's approval is prohibited, all workers hold a current White Card (CPCCWHS1001), scaffolding work above 4 m is done by the appropriate HRWL holder, and the dogger holds HRWL class DG.
- 14Consult workers on WHS matters affecting them under Section 47 of the WHS Act 2011 (NSW), record the consultation, and review this SWMS under Section 302 whenever the platform, its loading, propping, fixings or the structure changes, after any incident, or at minimum every 12 months.
Applicable Codes of Practice
The benchmark for edge protection, gates and harness use at the open edge, and for fall control during erection and dismantling.
The benchmark for erection, alteration, inspection and handover of the platform system where it is scaffolding or erected from scaffolding.
The benchmark for propping, back-propping and the early loading of young concrete slabs beneath the platform.
The design, materials and erection benchmark for scaffolding-based platforms and their components.
The propping and back-propping design context where platform loads bear on young concrete slabs.
Harness, lanyard and anchorage selection and use whenever the gates are open and during erection, relocation and dismantling.
High-Risk Construction Work triggered
The platform is a deliberate opening in the perimeter edge protection many storeys up, and every open gate, every erection and dismantle at the perimeter, and every retractable travel cycle exposes a worker to a fall well over 2 m.
The platform's loads are carried down through the building by back-propping and needles designed for the actual slabs, so the temporary support system is what keeps young concrete from being overloaded, and pulling it early risks progressive collapse.
A crane delivers and lands palletised and loose materials onto the platform for every cycle, so the landing crew works in the swing and drop zone of powered mobile plant throughout the operation.
Loading platform installation and operation is high risk construction work under Section 291 of the WHS Regulation 2025 (NSW) — it engages the falls category at the open gate and perimeter, the temporary support category through back-propping and needles, and the powered mobile plant category through the crane interface — so a SWMS must be prepared before work commences (Section 299), kept readily accessible, reviewed as necessary (Section 302), and given to the principal contractor if one is appointed. Part 4.4 requires the risk of a fall to be managed at every stage, and Part 4.5 requires scaffolding work above 4 metres to be carried out by the holder of the appropriate high risk work licence. A fall from height, a platform or propping collapse, a dropped load or a crane incident is a notifiable incident under Sections 35–38 of the WHS Act 2011 (NSW) and is prosecuted as a Category 1 or Category 2 offence, with the most serious breaches carrying imprisonment for individuals.
Who this is for
- →Access and scaffolding contractors installing, operating, relocating and dismantling cantilevered and retractable loading platforms.
- →Crane crews and licensed doggers planning and executing lifts onto loading platforms above site and public areas.
- →Principal contractors responsible for the platform's set-up, loading regime, exclusion zones and coordination of following trades.
- →Temporary works engineers designing the platform installation, fixings, back-propping, needles and counterweights for the actual structure.
- →Site supervisors and WHS managers responsible for gate discipline, SWL enforcement and the propping the platform depends on.
What you receive
- ✓A complete, editable Safe Work Method Statement authored for New South Wales — the WHS Act 2011 (NSW), the WHS Regulation 2025 (NSW) and SafeWork NSW as regulator.
- ✓A document control table capturing trade, document slug, version, dates, jurisdiction, and editable fields for PCBU, site, prepared by, reviewed by and approved by.
- ✓An activity scope section framing the platform as an engineered system — gates, SWL with dynamic landing allowance, back-propping and counterweights — altered by nobody and verified before first load.
- ✓Regulatory references citing Section 291 (HRCW), Section 299 (SWMS), Section 302 (review), Part 4.4 (falls) and Part 4.5 (scaffolding), plus the applicable Codes and Australian Standards.
- ✓A workers, roles and qualifications section covering the HRWL scaffolder, the temporary works engineer, the competent inspection person, the licensed crane crew and dogger, and the trained landing crew.
- ✓14 identified hazards with initial and residual risk ratings on a printed 5x5 matrix, each with controls ordered through the full hierarchy — eliminate, engineer, administrative, PPE.
- ✓A PPE matrix mapping each task to the required equipment and the Australian Standard, including harness to AS/NZS 1891.1 and 1891.4 and cut-resistant gloves to AS/NZS 2161.3.
- ✓Emergency procedures covering a fall or suspended person at the platform, platform or propping distress, a dropped load, a crane emergency and storm shutdown, with the notifiable-incident duty to SafeWork NSW.
- ✓A worker sign-on table, in Microsoft Word (.docx) format, unbranded and fully editable for your PCBU, site and personnel.
Worked example
A formwork gang has a cantilevered loading platform on level 14 of a residential tower in western Sydney. The plate at the gate reads 2,000 kg SWL and the ganger checks it before every landing. On a Friday the crane lands a bricklayer's pack — about 1,600 kg — and the dogger swings it in fast because the crane is booked elsewhere. The pack comes down hard, and the dynamic landing load of a pallet set down at speed is well above its static 1,600 kg. Meanwhile a labourer has wedged the gate open with an offcut so the next pack can come straight in without waiting on the latch, and he is standing in the gate line to steady the load. Two controls have failed at once: the platform is momentarily loaded past its real capacity, and the only edge protection at a fourteen-storey drop has been defeated for convenience. This SWMS breaks the chain by requiring the SWL and load distribution displayed at the platform with the dynamic allowance already in the number, one load landed and cleared before the next arrives, the gate self-latching and never propped, and harness connection to rated anchorage whenever the gate is open — because on a loading platform the overload and the open edge are almost always the same moment.
Related legislation
- Work Health and Safety Act 2011 (NSW) — Section 19 primary duty of care extending to every person below the platform; Section 47 consultation; Sections 35–38 notifiable incidents.
- Work Health and Safety Regulation 2025 (NSW) — Section 291 (high risk construction work) and Section 299 (preparation and content of a SWMS), with review under Section 302.
- Work Health and Safety Regulation 2025 (NSW) — Part 4.4 (falls) at the gate, the perimeter and during erection and dismantling.
- Work Health and Safety Regulation 2025 (NSW) — Part 4.5 (scaffolds and scaffolding work), including the high risk work licence requirement for scaffolding work above 4 metres.
- AS/NZS 1576 (Scaffolding), AS 3610 (Formwork for concrete) and AS/NZS 1891.1 and 1891.4 (industrial fall-arrest systems).
Frequently asked questions
The SWL plate reads 2,000 kg and we're landing 1,600 kg. Why is that a problem?
Because a crane landing is not a static load. A pallet set down hard applies more than its own weight — the platform's SWL is designed to include that dynamic landing allowance, so a platform loaded close to its static limit has no margin left for the moment the load actually arrives. Land one load and clear it before the next comes in, verify pallet masses from documentation rather than eyeballing them at the hook, and keep the SWL and load distribution displayed at the platform. The number on the plate is the whole load case, not a target to fill to.
Can another trade take a rail or a prop out for a moment to get access?
No. The platform is scaffolder-only plant, and alteration by anyone but a licensed scaffolder under the designer's approval is prohibited. A rail taken out for a moment is an open edge for as long as it is out, and the back-propping and needles on the levels below are not spare formwork — they carry the platform's loads down through slabs that may still be young concrete. Removing a prop early can start a progressive collapse. If access genuinely conflicts with the platform, that is a design change for the temporary works engineer, not a decision to make on the day.
Do we still need to connect a harness if the platform has guardrails?
Yes, whenever the gates are open. The rest of the perimeter keeps people away from the drop, but the platform exists so loads can pass through the edge, and an open gate is an unprotected edge many storeys up. The SWMS requires harness connection to rated anchorage whenever the gates are open, only the trained landing crew on the platform during a lift, and the gates shut and latched the moment the load is landed. The guardrails protect you between lifts; the harness protects you during the one part of the job that deliberately opens the edge.
Does buying this SWMS make our loading platform work compliant?
No. This is a documentation set — a professionally authored SWMS you edit to your actual platform, structure, crane and site. Compliance comes from what happens on site: a temporary works engineer designing the installation, fixings and back-propping for your real slabs; a licensed scaffolder erecting and altering it; a licensed crane crew and dogger; the gates and SWL disciplines actually enforced; the workers consulted under Section 47 and signed on; and the SWMS reviewed under Section 302 when anything changes. The document gives you a rigorous, NSW-specific framework — it does not replace the engineering, the licences, the inspections or the supervision the work requires.