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ArticlePublished 7 Jul 202612 min readBy Kevin Jogin

AWA ICP.001  ·  Issued 03/2003  ·  Voluntary industry code

Forced Entry Resistance of Window and Door Assemblies

How the Australian Window Association code grades a window or door on its ability to frustrate an opportunistic break-in — the five performance levels, the test methods for each product type, glazing retention and qualification, and the single blunt question every specimen must answer: can a body-sized opening be made?

Engineering · Civil Engineering Building envelope · Security Windows · Sliding & Swinging Doors
On this page
  1. Scope & intent
  2. The threat model
  3. Performance levels
  4. Assembly requirement tiers
  5. Test methods
  6. Grades & applied loads
  7. Pass / fail criterion
  8. Qualification & substitution
  9. Compliance & reporting
  10. Egress & life safety
  11. Applying the code
01

Scope & intent

Section 1 · Referenced documents (Section 2)

The code sets voluntary performance requirements and test methods for the resistance of windows and doors to forced entry. Its target is the everyday threat: the opportunistic intruder, working alone with common tools and limited time, who is unskilled or semi-skilled. It is deliberately not a standard for detention facilities, and it makes no claim about assemblies attacked by a professional, well-resourced intruder.

What it covers

Complete window and door assemblies as manufactured, before installation — whatever the frame material or method of manufacture.

What it excludes

Secondary and storm windows and doors, and any bespoke high-security or professional-attack scenario.

Trans-Tasman equivalence

Equivalent to the WANZ voluntary standard. Product crossing the Tasman must be certified by the receiving body — AWA into Australia, WANZ into New Zealand.

The code is a uniform guideline built on the research available at the time, intended to evolve as new information appears. All figures are stated in SI units as the standard; imperial values are shown only for reference. It leans on a small set of ASTM test methods for the mechanics of each product type:

Referenced test methods (Section 2)
ReferenceApplies to
ASTM F 588Forced-entry resistance of window assemblies (excluding glazing impact)
ASTM F 842Forced-entry resistance of sliding door assemblies (excluding glazing impact)
ASTM F 1233Security glazing materials and systems
ASTM F 476Security of swinging door assemblies
ASTM E 631Terminology of building construction (shared vocabulary)

Three terms are defined locally: a door slab is a swinging panel, blank or leaf; an interlayer is the adhesive layer between glazing plies that adds performance such as impact resistance or acoustic control; and a lite is a single pane of glass.

02

The threat model

Appendix X.1 · X.2 (non-mandatory)

Because a window or door can be attacked in more than one way, the code evaluates products against an escalating threat rather than a single pass mark. Two attack routes drive everything that follows:

Route A — Manipulation

Working the frame, sash or lock: lifting, prising and jiggling the moving parts; stripping accessible fasteners; and manipulating the locking device with slim tools inserted from outside.

Route B — Glazing assault

Attacking the glass itself, either to break through or to defeat the way the glazing is held in the frame. Introduced from Level 2 upward.

!

Where this code stops

High-crime settings and sophisticated, determined attackers are out of scope. Countering those needs a layered approach the code cannot capture in a single product test — alarms and surveillance, purpose-designed doors and hardware, impact-resistant glazing, and often bespoke methods tuned to the specific risk. A qualifying product is one honest layer of that defence, not the whole of it.

03

Performance levels

Section 4 · Appendix X.1

Five levels let a specifier match the test to the anticipated threat. Level 1 assumes an intruder who never touches the glass. Level 2 adds a glazing assault. Levels 3 to 5 keep the glazing assault and raise the frame, sash and lock manipulation grade in step.

Ascending ladder of the five performance levels, showing the manipulation grade for each and the point at which a glazing assault is introduced. increasing threat → L1 Grade 10 no glass assault L2 Grade 10 + glass assault L3 Grade 20 + glass assault L4 Grade 30 + glass assault L5 Grade 40 + glass assault glazing assault begins
Fig. 1 — Level ladder · From Level 2 up, every level includes a glazing assault plus the glazed-area retention test; the manipulation grade climbs 10 → 20 → 30 → 40.

At Level 2 and above, the glazing used must first pass the glazing material qualification test (Section 6.5), and the finished assembly must then pass the glazed-area retention test (Section 6.4). A minimum grade for the frame-and-lock work is called up from the relevant ASTM annex at each level.

04

Assembly requirement tiers

Section 4 · Table 1

Alongside the five-level scheme, the code summarises fixed requirements as three tiers — A B C — set separately for each product type. Tier C always adds the Section 6.4 glazing-retention test on top of the grade. The grades are drawn from the ASTM annex for that product type.

Assembly performance requirements (Table 1)
Product typeTierRequirementGlazing retention (6.4)
Windows
test → 6.1
AGrade 10 · ASTM F 588 Annex A1
BGrade 20 · ASTM F 588 Annex A1
CGrade 40 · ASTM F 588 Annex A1required
Sliding doors
test → 6.2
AGrade 20 · ASTM F 842 Annex A1
BGrade 25 · ASTM F 842 Annex A1
CGrade 30 · ASTM F 842 Annex A1required
Swinging doors
test → 6.3 / Annex A1
AGrade 20 · Annex A2
BGrade 30 · Annex A2
CGrade 30 · Annex A2required
i

Two views of the same intent

The level ladder (Section 4) and the tier table (Table 1) are two ways the code expresses the same idea — more threat means a higher grade and, once glazing is in play, a retention test. Read the two together and choose the wording that matches your specification.

05

Test methods

Sections 5 & 6 · Annex A1

One representative specimen is submitted per design, built to the largest size for which qualification is sought and carrying the full complement of panels, slabs, sashes, locking devices, hardware, interlocks, meeting rails and glazing. The same specimen carries through the whole test sequence.

The common step — hand manipulation 6.1.2

Every product type begins the same way. For a continuous five minutes, a technician lifts, pushes, pulls and otherwise works the sash or panel against the clearances in the frame, trying to open it by hand alone. Windows then follow the ASTM F 588 procedure; sliding doors follow ASTM F 842; swinging doors follow the code's own Annex A1.

Swinging doors — the full sequence Annex A1

Swinging doors get the most detailed treatment because they carry a discrete lock that can be attacked directly. The specimen is mounted in a timber surround (2×4 or 2×6) to the manufacturer's own installation instructions, then locked. Extra fixings between the lock jamb and the test frame are allowed only if they do not strengthen the lock-to-member connection beyond the maker's specification.

The swinging-door forced-entry test sequence, from mounting the specimen through manipulation, static and impact loading, and a final lock-manipulation attempt. STEP 1Mount & locktimber surround STEP 2Strip fixings≤5 min · 3 tools STEP 3Hand work5 min STEP 4Lock workspatula + wire STEP 5Load A1L1 at each lock STEP 6Load A2+ L2 at corner STEP 7Impact A3100 J pendulum STEP 8Re-attempt lockthen judge Pass / fail — Section 7
Fig. 2 — Swinging-door sequence · Fixings that come away readily from outside within five minutes may be removed first, using only a thin non-cutting blade, a hand screwdriver and slot-type pliers. Loads and impacts are then applied, and the lock-manipulation attempt is repeated with all loads removed.

The static and impact tests apply a concentrated load L1 at each locking member (within 75 mm of the device, pushing in the opening direction), then repeat that while adding a second load L2 near a corner of the locking edge, then deliver 100 J impacts at the corners, the centre of each lite, and next to each locking device. Paired slabs are loaded both separately and simultaneously. Only after all of this, with loads removed, is the lock-manipulation attempt run once more.

Glazed-area retention — the glass stays put 6.4

Where a level calls for it, the assembly faces a steel pendulum impactor capable of a 100 J (74 ft·lb) horizontal blow, tipped with a removable hemispherical steel nose about 30 mm across. The impactor rests against the exterior face of the glazing, perpendicular to it, and is drawn back to the height that yields 100 J before release.

A glazed sash seen from outside, showing the pendulum impactor and the three impact target zones: one corner, the diagonally opposite corner, and the centre of the lite. glazed sash — exterior face corner opposite centre 150 mm from frame pendulum arm 100 J Ø30 mm nose
Fig. 3 — Glazed-area retention · Each lite is struck at one corner, the diagonally opposite corner and the centre — corner impacts land within a 65 mm-radius zone centred 150 mm from the supporting frame. Every sash, panel or slab in the assembly is treated in turn.

Glazing material qualification 6.5

Security glazing is also qualified in its own right, so materials can be procured on a common footing. A 600 mm × 600 mm specimen, mounted per ASTM F 1233, takes the Class 1 forced-entry sequence: ten impacts concentrated within a 150 mm-radius circle centred 150 mm from an edge. Qualifying glazing is what a Level 2-and-above assembly must be built from.

06

Grades & applied loads

Annex A2 · Table 2 (suggested)

Grade sets the force. For swinging doors the code suggests four load identifications — 10, 20, 30 and 40, lowest to highest — chosen to suit the security objective. The lock-manipulation time limit T1 stays at five minutes across every grade; only the concentrated loads L1 and L2 rise.

Column chart of the concentrated load L1 and L2 for grades 10, 20, 30 and 40, rising from 1334 newtons to 4893 newtons. 0 1600 3200 4800 newtons (N) 1334 N Grade 10 300 lbf 2224 N Grade 20 500 lbf 3559 N Grade 30 800 lbf 4893 N Grade 40 1100 lbf
Fig. 4 — Suggested loads by grade · L1 and L2 share the same value at each grade (1334 / 2224 / 3559 / 4893 N). Higher load identification is selected in line with the security objective; T1 is 5 min throughout.
07

Pass / fail criterion

Section 7

Under all the manipulation and impact, the verdict comes down to one question: has a body-sized hole appeared anywhere in the specimen? The code answers it with a physical go / no-go gauge — a solid, uncompressible rectangular block. If that block can be passed freely through any opening made in the specimen, the specimen has failed.

The pass and fail states of the aperture gauge — a solid 200 by 200 by 130 millimetre block that must not pass freely through any opening created in the specimen. the gauge block 200 × 200 × 130 mm solid · uncompressible RESULT Opening too small block will not pass PASS ✓ RESULT Body-sized breach block passes freely FAIL ✕
Fig. 5 — The aperture gauge · A hole counts anywhere in the specimen, not just at the glazing. For glazing materials, failure is instead defined by the body-passage test of ASTM F 1233 (§9.2.4.2).
Assemblies · 7.1

Free passage of a 200 × 200 × 130 mm solid uncompressible shape through a hole in any part of the specimen is a failure.

Glazing materials · 7.2

Failure is body passage as defined in ASTM F 1233 §9.2.4.2 — a separate, glazing-specific criterion.

08

Qualification & substitution

Section 8

A product qualifies when its assembly passes the right test method against the Section 7 criteria and its glazing passes the glazing-material test. To avoid re-testing every variant, the code lets one successful test stand in for a defined family of related products — provided the glazing detail is unchanged.

8.2.1 · Thicker or equal

Qualifies assemblies with thicker or equal glazing and interlayer of the same glass type and treatment.

8.2.2 · Smaller sizes

Qualifies smaller sashes, panels or lites made the same way, not exceeding the tested width or height.

8.2.3 · Aesthetic variants

Qualifies tinted, heat-absorbing, reflective or otherwise cosmetically modified glazing of the same type and treatment.

8.2.4 · Single → insulating

A single-lite pass (monolithic or laminated) qualifies multiple-lite insulating units.

8.2.5 · Thermal breaks

A thermally improved frame or sash qualifies the non-thermal version using the same extrusions.

8.2.6 · Composites

Each style in a composite unit is tested as if standalone; tested assemblies may be combined only if the connections are designed for the required loads.

One substitution is never allowed · 8.2.7

Swapping the manufacturer of a glazing material component — the sealant, the laminated-glass interlayer or a plastic — voids the qualification. Those components must remain exactly as tested.

09

Compliance & reporting

Section 9

A compliance statement records two things for every product type: a detailed description of the specimen and its results per the report section of the governing ASTM method (F 588 for windows, F 842 for sliding and swinging doors), and a detailed description of the glazing — glass type, treatment, thickness and component manufacturers — with certified results against the Section 6.4 retention test.

What the report must carry (Section 9)
Product typeSpecimen & results perGlazing record
WindowsReport section of ASTM F 588type · treatment · thickness · maker · 6.4 certified
Sliding doorsReport section of ASTM F 842type · treatment · thickness · maker · 6.4 certified
Swinging doorsSection 11 reporting requirementstype · treatment · thickness · maker · 6.4 certified
10

Egress & life safety

Appendix X.3 (non-mandatory)

A fair question about impact-resistant security glazing is whether it traps people in a fire or blocks rescue. The code addresses it head-on. Security glazing is impact-resistant by design — it either resists shattering or, when it does break, stays in the frame. During the development of the closely related hurricane-glazing standards, fire and rescue agencies ran their own independent tests and found no valid egress concern.

Codes never require breaking glass

Building codes achieve egress and fire-service ingress by opening operable windows and doors, with minimum opening sizes specified for the open position — never by shattering the glazing. And if rescuers do need to clear a pane for entry or smoke evacuation, standard fire-and-rescue equipment removes it readily.

Applying the code — a KEVOS note

Practitioner framing, original to KEVOS

Three things are worth keeping in front of mind when this code lands on a specification.

Match level to threat

The five-level scheme exists so the test tracks the real risk. Specify the level against the anticipated intruder and the security objective — not the highest number available.

It is a product test

Qualification is for the assembly as manufactured, before installation. Fixing detail, substrate and building-code egress still govern on site — a qualified window fitted poorly is not a qualified opening.

Mind the border

The scheme is trans-Tasman: product moving between Australia and New Zealand must be certified by the body in the receiving market.

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