Repair Systems — Protection & Overburden

Ballast systems — roofs and podiums

Technical product reference for ballast systems used on loose-laid single-ply waterproofing membrane systems on roof decks and podium slabs in Australian Class 2 strata apartment buildings.

4
Products listed
3
Brands covered
River pebble / concrete paver / pedestal paver
Ballast types
Loose-laid membrane wind uplift resistance
Categories

What are ballast systems — roofs and podiums?

Ballast systems are used on loose-laid single-ply waterproofing membrane roofs and podium slabs to hold the membrane in place against wind uplift forces. When a single-ply PVC or FPO sheet membrane is installed loose-laid over a flat roof or podium deck — without being bonded or mechanically fixed to the substrate — it relies entirely on the weight of the material placed above it to resist the wind suction forces that act on the underside of the membrane during wind events. The ballast material — washed river pebble, precast concrete pavers, or pedestal-supported pavers — provides the dead weight required to counteract these uplift forces and keep the membrane in contact with the substrate below.

Ballast systems are a fundamental component of loose-laid single-ply membrane installations using products such as Wolfin (Projex Group), Fatrafol (Fatra Australia), Sarnafil, and Sikaplan (Sika). On these systems, the membrane is unrolled and hot-air welded at seams but is not bonded or fixed to the substrate — the ballast above is the only mechanism holding the membrane down. The ballast also performs a secondary function: protecting the membrane from UV degradation, physical damage, and foot traffic, extending the service life of the membrane significantly compared to an exposed installation.

Ballast design is not a simple material selection decision. The required ballast weight per square metre varies across the roof area — perimeter zones and corner zones are subject to significantly higher wind uplift forces than the field of the roof and require heavier ballast or a wider depth than the field. The required ballast weight is determined by a wind uplift analysis based on the building height, roof geometry, wind speed category (from AS/NZS 1170.2), and the specific membrane system being used. The structural engineer must confirm that the roof or podium slab can carry the imposed dead load of the ballast before the system is specified.

Product Reference

4 products — 3 brands — washed river pebble, precast concrete pavers, pedestal-supported paver ballast, and lightweight ballast aggregate — for loose-laid single-ply membrane wind uplift resistance on roof decks and podium slabs — ballast weight must be confirmed by wind uplift analysis before specifying

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Various — BCSands / landscape and quarry supply / Bayset

Washed River Pebble Ballast — 20–40mm and 40–75mm

Washed rounded river pebble ballast — 20–40mm / 40–75mm — loose-laid single-ply membrane wind uplift resistance

Washed river pebble roof ballast — 20–40mm or 40–75mm rounded smooth pebble — minimum 50mm depth and 80 kg/m² in field zone — wind uplift resistance for loose-laid Wolfin, Sarnafil, Fatrafol, and Sikaplan membrane systems

Washed rounded river pebble20–40mm or 40–75mmMin 50mm / 80 kg/m² field zoneWolfin / Sarnafil / Fatrafol compatibleProtection board required — confirm with membrane mfr

Specifier Note

Confirm particle size, minimum weight, zone requirements, and protection board requirement with the membrane manufacturer before ordering. Wind uplift analysis required.

System Description

Washed river pebble is the most widely used ballast material for loose-laid single-ply membrane roof systems in Australia. The rounded, smooth particle shape is critical — it distributes load across the membrane surface without point concentrations that sharp crushed aggregate would create. Washed pebble is free of fine particles and dust that could block drainage or contaminate the membrane surface. BCSands (Sydney) specifically markets 40–75mm rounded river pebble for rooftop ballast applications, describing its large size as preventing displacement by birds or wind. This is consistent with the international single-ply membrane industry standard that recommends larger particle sizes (20–40mm or larger) for roof ballast over smaller gravel that can be displaced by wind action. Minimum 50mm depth and minimum 80 kg/m² in the field zone per the Sika Sarnafil and Sikaplan gravel ballast specification — perimeter and corner zones require heavier ballast per the wind uplift analysis for the specific project. Wolfin (Projex Group) and Fatra Australia (Fatrafol) systems use equivalent or greater weights determined by the project-specific wind uplift analysis. A protection board or separation layer must be placed between the membrane surface and the pebble ballast on most membrane systems — confirm with the membrane manufacturer whether a protection layer is required before placing pebble directly on the cured membrane.

Technical Properties

  • Washed rounded river pebble — 20–40mm or 40–75mm particle size
  • Smooth rounded particles — no sharp edges — membrane safe when protection board is in place
  • Minimum 50mm depth — minimum 80 kg/m² in field zone — perimeter and corner zones require more per wind uplift analysis
  • Compatible with Wolfin, Sarnafil, Sikaplan, and Fatrafol loose-laid membrane systems
  • Protection board or separation layer required below ballast — confirm requirement with membrane manufacturer
  • Available from landscape and quarry suppliers across Australia — confirm washed rounded pebble availability

Limitations

  • Sharp crushed aggregate must not be used — rounded smooth pebble only — sharp edges can puncture or abrade the membrane
  • Minimum weight (80 kg/m²) is the field zone minimum — perimeter and corner zones require heavier ballast per wind uplift analysis — do not apply uniform ballast without zone differentiation
  • Structural loading must be confirmed with structural engineer before placing ballast on existing roof or podium slab
  • Protection board requirement must be confirmed with membrane manufacturer before placing pebble directly on membrane
  • Wind uplift analysis required before ballast weights are specified — confirm with accredited membrane applicator or structural engineer

PROCUREMENT SOURCES

Landscape and quarry suppliers — confirm washed rounded pebble with local supplier

Confirm suitability with the current manufacturer TDS before specifying or applying.

Various — Hanson / CSR / local precast suppliers

Precast Concrete Paver Ballast — 400×400mm or 600×600mm

Precast concrete paver ballast — 400×400mm / 600×600mm — flat lay or pedestal — walkable surface

Precast concrete pavers placed as ballast over loose-laid single-ply membrane — flat walkable surface and wind uplift resistance — protection board or separation layer required between membrane and pavers

Precast concrete paver400×400 or 600×600mm~95–110 kg/m² edge-to-edgeWalkable maintenance surfaceProtection board required

Specifier Note

Confirm paver weight against wind uplift zone requirements, protection layer specification, and structural loading with the membrane manufacturer and structural engineer before specifying.

System Description

Precast concrete pavers are used as ballast on loose-laid single-ply membrane roof decks and podium slabs where a flat, walkable surface finish is required rather than loose pebble. The paver dead weight holds the membrane against wind uplift while providing a maintenance-accessible surface above the membrane. Standard precast concrete pavers for roof ballast applications are typically 400×400mm or 600×600mm in plan, 40mm thick, weighing approximately 15–17 kg each — providing approximately 95–110 kg/m² when placed edge-to-edge without gaps. Fatra Australia's Fatrafol ballasted system specifically lists adjustable chairs/pedestals and pavers as the ballast system for the Fatrafol 810v PVC membrane. Wolfin (Projex Group) loose-laid systems are commonly ballasted with concrete pavers on podium deck applications where the finish and access requirements favour a flat paved surface over loose pebble. Pavers used as ballast must be placed on a protection board or separation layer above the membrane — not directly on the membrane surface. The paver edges and corners can concentrate load on the membrane surface and damage the membrane face without a protection layer between them. Where pavers are placed on pedestals, the pedestal system provides the ballast dead weight — confirm the pedestal and paver combination provides sufficient weight per m² against the wind uplift design.

Technical Properties

  • Standard precast concrete paver — 400×400×40mm or 600×600×40mm — confirm sizing and weight with supplier
  • Approximately 15–17 kg per 400×400mm paver — approximately 95–110 kg/m² placed edge-to-edge
  • Flat walkable surface — suitable for maintenance access above the membrane
  • Compatible with Wolfin, Fatrafol, Sarnafil, and Sikaplan loose-laid membrane systems
  • Protection board or separation layer required between membrane and pavers
  • Available from precast concrete suppliers across Australia

Limitations

  • Protection board or separation layer required — do not place pavers directly on membrane without a protection layer
  • Paver weight must be confirmed against the wind uplift design — confirm that edge-to-edge placement provides sufficient weight in all zones including perimeter and corners
  • Structural loading — concrete pavers at 95–110 kg/m² impose significant dead load — confirm with structural engineer before specifying
  • Pavers at perimeter and corner zones may need to be supplemented with pebble ballast or mechanical fixing if paver weight alone is insufficient for wind uplift forces in those zones
  • Confirm paver dimensions, weight, and availability with local precast supplier before specifying

PROCUREMENT SOURCES

Local precast concrete suppliers — Hanson, CSR, and regional precast manufacturers
Landscape paving suppliers — confirm concrete paver suitability for roof ballast

Confirm suitability with the current manufacturer TDS before specifying or applying.

Fatra Australia

Fatra Ballasted System — Fatrafol 810v

Fatrafol 810v PVC membrane — loose-laid ballasted system — pebble / paver / pedestal ballast — Fatra Australia

Fatrafol 810v reinforced PVC membrane loose-laid on concrete podium or roof deck — ballasted with pebbles, pavers, or adjustable pedestals — uninsulated and insulated configurations — Fatra Australia accredited applicator required

Fatrafol 810v PVCLoose-laid ballastedPebble / paver / pedestal optionsAccredited applicator requiredCAD details and WORD spec available

Specifier Note

Confirm system configuration (insulated or uninsulated), ballast type, wind uplift analysis, and accredited applicator availability with Fatra Australia before specifying.

System Description

Fatra Australia offers a complete ballasted roof waterproofing system using the Fatrafol 810v reinforced PVC membrane — confirmed on the Fatra Australia website for concrete uninsulated ballasted roof and podium applications. The Fatrafol 810v is loose-laid on the concrete substrate with adjacent rolls hot-air welded at seams. Ballast is then placed above the membrane to hold it against wind uplift. Fatra specifies that ballast can be pebbles, adjustable chair/pedestal and paver systems, or floating deck systems — providing flexibility to suit the project finish and access requirements. The insulated variant of the Fatra ballasted system places XPS insulation above the membrane (inverted roof configuration) with pebble or paver ballast above the insulation — see the Tapered Insulation page for the Fatra insulated system specification. All Fatra systems are installed by Fatra Australia-accredited applicators. The ballast type and minimum weight are confirmed by the wind uplift analysis for the specific project. Fatra Australia provides CAD details, WORD specification templates, technical data sheets, and certification documentation for the ballasted system — available through fatraaustralia.com.au.

Technical Properties

  • Fatrafol 810v reinforced PVC membrane — loose-laid — hot-air welded seams
  • Ballast options: washed pebble, precast concrete pavers, or adjustable pedestal and paver systems
  • Uninsulated configuration: membrane directly on concrete substrate — ballast above membrane
  • Insulated configuration: membrane on substrate — XPS insulation above — ballast above insulation (inverted roof)
  • Fatra Australia accredited applicator required
  • CAD details, WORD specification templates, and certification available from fatraaustralia.com.au

Limitations

  • Fatra Australia accredited applicator required — confirm applicator availability in the project location before specifying
  • Ballast weight and zone requirements must be confirmed by wind uplift analysis — do not assume standard weight without project-specific analysis
  • Structural loading must be confirmed with structural engineer before placing ballast on existing roof or podium slab
  • For insulated configuration — see Tapered Insulation page for Fatra insulated ballasted system specification
  • Confirm current system specification, ballast options, and warranty conditions with Fatra Australia before specifying

PROCUREMENT SOURCES

Confirm suitability with the current manufacturer TDS before specifying or applying.

Wolfin Membranes / Projex Group Australia

Wolfin IB Loose-Laid Ballasted System

Wolfin IB PVC membrane — loose-laid ballasted — Wolfinsteel perimeter profiles — Projex Group Australia

Wolfin IB polyester-reinforced PVC membrane loose-laid system — pebble or paver ballast in field — Wolfinsteel perimeter profiles provide mechanical restraint at perimeters — Projex Group accredited applicator required — up to 15-year single-point warranty

Wolfin IB PVC — loose-laidWolfinsteel perimeter profilesPebble or paver field ballastAccredited applicator requiredUp to 15-year single-point warranty

Specifier Note

Confirm ballast type, weight, zone requirements, and accredited applicator availability with Projex Group before specifying.

System Description

Wolfin IB is the standard Projex Group loose-laid ballasted single-ply PVC membrane for roof decks, podium slabs, large terraces, and green roofs. The polyester-reinforced PVC membrane is unrolled loose-laid over the prepared substrate — no bonding or mechanical fixing to the substrate is used in the field. Adjacent rolls are overlapped and hot-air welded to create continuous watertight seams. The Wolfinsteel galvanised or 316L stainless steel perimeter profiles are used to terminate and fix the membrane at all edges, upstands, and perimeters — the fixings are encapsulated within the Wolfinsteel profile body and the membrane is welded to the profile face, eliminating exposed mechanical fixings through the membrane. Pebble or concrete paver ballast is placed above the membrane to provide wind uplift resistance in the field area of the roof — the Wolfinsteel profiles provide mechanical restraint at the perimeter where wind uplift forces are highest. The combination of perimeter mechanical fixings (Wolfinsteel) and field ballast is the standard Wolfin loose-laid design — it avoids the need for heavy ballast at the perimeter zones by using mechanical restraint at those locations. All Wolfin installations are by Projex Group-accredited applicators, inspected and signed off by Projex Group, with a single-point warranty on workmanship and materials for up to 15 years issued to the building owner.

Technical Properties

  • Wolfin IB polyester-reinforced PVC membrane — loose-laid and ballasted
  • Pebble or paver ballast in field zone — Wolfinsteel profiles provide perimeter mechanical restraint
  • Wolfinsteel profiles: galvanised or 316L stainless — fixings encapsulated within profile body — membrane welded to profile face
  • All seams hot-air welded — continuous watertight sheet — seams tested before ballast is placed
  • Projex Group-accredited applicator required
  • Up to 15-year single-point warranty on workmanship and materials

Limitations

  • Projex Group-accredited applicator required — confirm availability before specifying
  • Ballast weight and depth must be confirmed with Projex Group for the specific project wind uplift design
  • PVC membrane — separate from bituminous materials with a separation layer where required
  • Structural loading from ballast must be confirmed with structural engineer
  • Seams must be tested before ballast is placed — once ballast is in position, seams cannot be accessed or retested
  • Confirm current product specification, warranty terms, and accredited applicator availability with Projex Group before specifying

PROCUREMENT SOURCES

Confirm suitability with the current manufacturer TDS before specifying or applying.

Ballast system comparison

Side-by-side comparison of the four ballast systems covered on this page. Confirm all product selections against the current membrane manufacturer requirements, wind uplift analysis, and structural engineer confirmation before specifying.

ProductBrandMembrane systemBallast typeMin field weightPerimeter / corner zoneStructural loadKey restriction
Washed River PebbleVarious suppliersWolfin, Sarnafil, Sikaplan, Fatrafol, and all loose-laid single-ply systemsRounded washed river pebble — 20–40mm or 40–75mmMin 50mm depth / 80 kg/m² in field zone — confirm with membrane manufacturerHeavier ballast required per wind uplift analysis — do not apply uniform weight without zone differentiationConfirm with structural engineer — 80 kg/m² ≈ 0.8 kPa additional dead loadRounded smooth pebble only — no sharp crushed aggregate — protection board required — wind uplift analysis mandatory
Precast Concrete PaversLocal precast suppliersWolfin, Fatrafol, Sarnafil, and loose-laid single-ply systemsPrecast concrete paver — 400×400mm or 600×600mm — flat lay or on pedestals~95–110 kg/m² edge-to-edge — confirm against wind uplift designConfirm paver weight provides sufficient resistance at perimeter and corner zones — supplement with pebble or mechanical fixing if insufficientConfirm with structural engineer — 95–110 kg/m² ≈ 1.0 kPa additional dead loadProtection board between membrane and pavers — confirm weight against wind uplift zone requirements — structural loading confirmation mandatory
Fatra Ballasted SystemFatra AustraliaFatrafol 810v PVC membrane — Fatra complete systemPebble, paver, or pedestal and paver — Fatra system designConfirm with Fatra Australia for project-specific wind uplift analysisConfirm with Fatra AustraliaConfirm with structural engineerFatra accredited applicator required — insulated and uninsulated configurations — CAD details and WORD spec from fatraaustralia.com.au
Wolfin IB Ballasted SystemProjex GroupWolfin IB PVC membrane — Wolfinsteel perimeter profilesPebble or paver in field — Wolfinsteel mechanical restraint at perimetersConfirm with Projex Group for project-specific wind uplift designWolfinsteel profiles provide mechanical restraint at perimeters — reducing ballast required in perimeter zonesConfirm with structural engineerProjex Group accredited applicator required — seams tested before ballast placed — up to 15-year single-point warranty

WIND UPLIFT ANALYSIS IS MANDATORY BEFORE BALLAST WEIGHTS ARE SPECIFIED — DO NOT ASSUME A STANDARD WEIGHT IS SUFFICIENT FOR ALL ZONES

The required ballast weight per square metre varies significantly across the roof area — perimeter zones and corner zones are subject to wind uplift forces two to three times greater than the central field area. Applying uniform ballast across the full roof without increasing the weight at perimeter and corner zones is one of the most common and dangerous errors in ballasted single-ply roof specification. A wind uplift analysis based on AS/NZS 1170.2 wind loading — accounting for building height, roof geometry, location, and wind region — is mandatory before ballast weights are determined. This analysis must be performed by the structural engineer or confirmed with the accredited membrane applicator who is responsible for the system warranty. Do not proceed with ballast specification on the basis of a standard depth or weight alone.

STRUCTURAL ENGINEER MUST CONFIRM THE ROOF OR PODIUM SLAB CAN CARRY THE BALLAST DEAD LOAD BEFORE SPECIFICATION

Ballast imposes a significant additional dead load on the roof or podium slab — 80 kg/m² of pebble ballast adds approximately 0.8 kPa of dead load, and 100mm of pebble ballast adds approximately 1.5–1.7 kPa. On existing Class 2 strata roofs and podium slabs, the original structural design may not have included provision for ballast loads — many existing slabs were designed for membrane, screed, and tile loads only, not for an additional 80–110 kg/m² of ballast material. The structural engineer must confirm the slab's dead load capacity before ballast is specified. If the slab cannot carry the ballast load, a mechanically fixed or fully bonded membrane system must be specified instead of a loose-laid ballasted system.

SHARP CRUSHED AGGREGATE MUST NOT BE USED AS ROOF BALLAST — ROUNDED SMOOTH PEBBLE ONLY

Crushed rock aggregate has sharp, angular edges that concentrate load at point contacts with the membrane surface — under the weight of the ballast above, these point loads can puncture, abrade, and damage the membrane over time. Only rounded, smooth, washed river pebble or similar naturally rounded stone must be used as roof ballast. Crushed blue metal, crushed limestone, and similar sharp aggregate products must never be specified as membrane ballast regardless of their particle size. Confirm that the ballast material supplied is rounded and washed before acceptance on site — reject any ballast delivery that contains sharp-edged crushed material.

ALL MEMBRANE SEAMS MUST BE TESTED AND CONFIRMED BEFORE BALLAST IS PLACED — SEAMS CANNOT BE ACCESSED AFTER BALLASTING

Once ballast is placed over the membrane, the membrane surface and all seams are permanently inaccessible without removing the full ballast load — a significant cost and disruption on an occupied strata building. All hot-air welded seams on the loose-laid single-ply membrane must be tested for continuity using point probe or air lance methods, inspected and confirmed defect-free, before any ballast is placed above. Any seam that fails testing must be repaired and re-tested before ballasting commences. The membrane manufacturer's accredited applicator is responsible for seam testing and must document the results as part of the project quality record before the installation is covered.

Disclaimer

This page provides general technical information only. Final ballast specification must be confirmed against the membrane manufacturer's system requirements, a wind uplift analysis per AS/NZS 1170.2, structural engineer confirmation of slab dead load capacity, NCC requirements, and accredited membrane applicator advice. Ballast weights specified on this page are indicative minimums for field zones only — perimeter and corner zones require heavier ballast confirmed by wind uplift analysis. Sharp crushed aggregate must not be used as membrane ballast. All membrane seams must be tested before ballast is placed. Do not rely on this reference as a substitute for professional structural engineer, wind engineer, or waterproofing consultant advice.