Part D3 Construction of exits
Introduction to this Part
This Part contains Deemed-to-Satisfy Provisions for Part D1. It covers safety aspects of parts of a building including stairways, ramps, handrails, balustrades, fall prevention barriers and operation of doors that are part of an exit. It also covers fall prevention requirements for openable windows.
Deemed-to-Satisfy Provisions
D3D1
Deemed-to-Satisfy Provisions
2019: D2.0
- D2D2 to D2D23, D3D2 to D3D30 and D4D2 to D4D13; and
- in a building containing an atrium, Part G3; and
- in a building in an alpine area, Part G4; and
- for a building containing an occupiable outdoor area, Part G6; and
- for additional requirements for Class 9b buildings, Part I1; and
- for public transport buildings, Part I2; and
- for farm buildings and farm sheds, Part I3.
Notes
There are no Deemed-to-Satisfy Provisions for D1P7 in respect of using lifts to assist occupants to evacuate a building.
D3D2
Application of Part
2019: D2.1
- D3D14, D3D15(a), D3D17, D3D18, D3D19, D3D20, D3D22(5), D3D22(6), D3D26 and D3D29, the Deemed-to-Satisfy Provisions of this Part do not apply to the internal parts of a sole-occupancy unit in a Class 3 building; and
- D3D14, D3D15(a), D3D17, D3D18, D3D19, D3D20, D3D22(5), D3D22(6), D3D23 and D3D29, the Deemed-to-Satisfy Provisions of this Part do not apply to the internal parts of a sole-occupancy unit in a Class 2 building or Class 4 part of a building.
- Clauses NSW D3D14(1)(i), (j), and (k), NSW D3D16(d), NSW D3D18(1)(d), and NSW D3D24(2)(e) apply to only those parts of the building used by the public; and
- the general requirements of Part D3 apply to all other parts of the building.
Except for—
- D3D14, D3D15(a), D3D17, D3D18, D3D19, D3D20, D3D21, D3D22(5), D3D22(6), D3D26 and D3D29, the Deemed-to-Satisfy Provisions of this Part do not apply to the internal parts of a sole-occupancy unit in a Class 3 building; and
- D3D14, D3D15(a), D3D17, D3D18, D3D19, D3D20, D3D21, D3D22(5), D3D22(6), D3D23 and D3D29, the Deemed-to-Satisfy Provisions of this Part do not apply to the internal parts of a sole-occupancy unit in a Class 2 building or Class 4 part of a building.
D3D3
Fire-isolated stairways and ramps
2019: D2.2
A stairway or ramp (including any landings) that is required to be within a fire-resisting shaft must be constructed—
- of non-combustible materials; and
- so that if there is local failure it will not cause structural damage to, or impair the fire-resistance of, the shaft.
D3D4
Non-fire-isolated stairways and ramps
2019: D2.3
In a building having a rise in storeys of more than 2, required stairs and ramps (including landings and any supporting building elements) which are not required to be within a fire-resisting shaft, must be constructed according to D3D3, or only of—
- reinforced or prestressed concrete; or
- steel in no part less than 6 mm thick; or
- timber that—
- has a finished thickness of not less than 44 mm; and
- has an average density of not less than 800 kg/m3 at a moisture content of 12%; and
- has not been joined by means of glue unless it has been laminated and glued with resorcinol formaldehyde or resorcinol phenol formaldehyde glue.
D3D5
Separation of rising and descending stair flights
2019: D2.4
If a stairway serving as an exit is required to be fire-isolated—
- there must be no direct connection between—
- a flight rising from a storey below the lowest level of access to a road or open space; and
- a flight descending from a storey above that level; and
- any construction that separates or is common to the rising and descending flights must be—
- non-combustible; and
- smoke proof in accordance with S11C2.
D3D6
Open access ramps and balconies
2019: D2.5
Where an open access ramp or balcony is provided to meet the smoke hazard management requirements of E2D4 to E2D13, it must—
- have ventilation openings to the outside air which—
- have a total unobstructed area not less than the floor area of the ramp or balcony; and
- are evenly distributed along the open sides of the ramp or balcony; and
- not be enclosed on its open sides above a height of 1 m except by an open grille or the like having a free air space of not less than 75% of its area.
D3D7
Smoke lobbies
2019: D2.6
A smoke lobby required by D2D12 must—
- have a floor area not less than 6 m2; and
- be separated from the occupied areas in the storey by walls which are impervious to smoke, and—
- have an FRL of not less than 60/60/– (which may be fire-protective grade plasterboard, gypsum block with set plaster, face brickwork, glass blocks or glazing); and
- extend from slab to slab, or to the underside of a ceiling with a resistance to the incipient spread of fire of 60 minutes which covers the lobby; and
- any construction joints between the top of the walls and the floor slab, roof or ceiling must be smoke sealed with intumescent putty or other suitable material; and
- at any opening from the occupied areas, have smoke doors complying with S12C3 and S12C4 except that the smoke sensing device need only be located on the approach side of the opening; and
- be pressurised as part of the exit if the exit is required to be pressurised under E2D3.
D3D8
Installations in exits and paths of travel
2019: D2.7
- electricity meters, distribution boards or ducts; or
- central telecommunications distribution boards or equipment; or
- electrical motors or other motors serving equipment in the building.
- non-combustible construction; or
- a fire-protective covering.
D3D9
Enclosure of space under stairs and ramps
2019: D2.8
- the enclosing walls and ceilings have an FRL of not less than 60/60/60; and
- any access doorway to the enclosed space is fitted with a self-closing –/60/30 fire door.
D3D10
Width of required stairways and ramps
2019: D2.9
A required stairway or ramp that exceeds 2 m in width is counted as having a width of only 2 m unless it is divided by a handrail or barrier continuous between landings and each division has a width of not more than 2 m.
D3D11
Pedestrian ramps
2019: D2.10
- where the ramp is also serving as an accessible ramp under Part D4, be in accordance with AS 1428.1; or
- in any other case, have a gradient not steeper than 1:8.
D3D12
Fire-isolated passageways
2019: D2.11
- if the passageway discharges from a fire-isolated stairway or ramp — not less than that required for the stairway or ramp shaft; or
- in any other case — not less than 60/60/60.
- a non-combustible roof covering; or
- a ceiling having a resistance to the incipient spread of fire of not less than 60 minutes separating the roof space or ceiling space in all areas surrounding the passageway within the fire compartment.
D3D13
Roof as open space
2019: D2.12
If an exit discharges to a roof of a building, the roof must—
- have an FRL of not less than 120/120/120; and
- not have any roof lights or other openings within 3 m of the path of travel of persons using the exit to reach a road or open space.
To allow a roof of a building to be used as a point of discharge from an exit.
Roof must be protected
Exits must provide egress to a road or an open space. D3D13 applies where the open space is provided by a roof. To maximise the safety of people who must use a roof as the point of discharge from an exit, such a roof is required:
- D3D13(a)—to have an FRL sufficient to protect people on the roof from fire below during evacuation from the building; and
- D3D13(b)—not to have any openings within three metres of the path of travel to the portion of the roof being used as open space, and from that portion to a road. This protects a person passing such openings from being affected by a fire on the other side of such openings.
Safe path of travel to road
Once on the roof, a safe path of travel must be provided to a road. See D2D15.
D3D14
Goings and risers
2019: D2.13
- not more than 18 and not less than 2 risers in each flight; and
- going (G), riser (R) and quantity (2R + G) in accordance with Table D3D14, except as permitted by (2) and (3); and
- constant goings and risers throughout each flight, except as permitted by (2) and (3), and the dimensions of goings (G) and risers (R) in accordance with (1)(b) are considered constant if the variation between—
- risers which do not have any openings that would allow a 125 mm sphere to pass through between the treads; and
- treads which have—
- a surface with a slip-resistance classification not less than that listed in Table D3D15 when tested in accordance with AS 4586; or
- a nosing strip with a slip-resistance classification not less than that listed in Table D3D15 when tested in accordance with AS 4586; and
- treads of solid construction (not mesh or other perforated material) if the stairway is more than 10 m high or connects more than 3 storeys; and
- in a Class 9b building, not more than 36 risers in consecutive flights without a change in direction of at least 30°; and
- in the case of a required stairway, no winders in lieu of a landing.
NSW D3D14 Goings and risers2019: D2.13
- not more than 18 and not less than 2 risers in each flight; and
- going (G), riser (R) and quantity (2R + G) in accordance with Table D3D14, except as permitted by (2) and (3); and
- constant goings and risers throughout each flight, except as permitted by (2) and (3), and the dimensions of goings (G) and risers (R) in accordance with (1)(b) are considered constant if the variation between—
- risers which do not have any openings that would allow a 125 mm sphere to pass through between the treads; and
- treads which have—
- a surface with a slip-resistance classification not less than that listed in Table D3D15 when tested in accordance with AS 4586; or
- a nosing strip with a slip-resistance classification not less than that listed in Table D3D15 when tested in accordance with AS 4586; and
- treads of solid construction (not mesh or other perforated material) if the stairway is more than 10 m high or connects more than 3 storeys; and
- in a Class 9b building, not more than 36 risers in consecutive flights without a change in direction of at least 30°; and
- in the case of a required stairway, no winders in lieu of a landing; and
- conspicuous edges to the treads of steps in a Class 9b building used as an entertainment venue; and
- in a Class 9b building used as an entertainment venue, not more than one helical stairway serving as a required exit and that stairway must—
- have a width of not less than 1500 mm; and
- be of constant radius; and
- be constructed so that each tread, when measured 500 mm in from its narrow end, has a width of at least 280 mm; and
- in a Class 9b building used as an entertainment venue, in a curved stairway serving as a required exit — an internal radius of not less than twice the width of the stair.
- the stairway must have—
- the going of all straight treads must be constant throughout the same flight and the dimensions of goings (G) is considered constant if the variation between—
- adjacent goings, is no greater than 5 mm; and
- the largest and smallest going within a flight, does not exceed 10 mm; and
- the going of all winders in lieu of a quarter or half landing may vary from the going of the straight treads within the same flight provided that the going of all such winders is constant.
- the riser (R) may be reduced to account for the slope of the walkway or road; and
- the quantity (2R+G) may vary at that location.
Stairway location | Riser (R) | Going (G)Note 3 | Quantity (2R + G) | |||
---|---|---|---|---|---|---|
Max | Min | Max | Min | Max | Min | |
Public | 190 | 115 | 355 | 250 | 700 | 550 |
Private Note 1 | 190 | 115 | 355 | 240 | 700 | 550 |
Table Notes
- Private stairways are—
- stairways in a sole-occupancy unit in a Class 2 building or Class 4 part of a building; and
- in any building, stairways which are not part of a required exit and to which the public do not normally have access.
- Going and riser dimensions must be measured in accordance with Figure D3D14.
- The going in tapered treads (except winders in lieu of a quarter or half landing) in a curved or spiral stairway is measured—
- 270 mm in from the outer side of the unobstructed width of the stairway if the stairway is less than 1 m wide (applicable to a non-required stairway only); and
- 270 mm from each side of the unobstructed width of the stairway if the stairway is 1 m wide or more.
D3D15
Landings
2019: D2.14
In a stairway—
-
landings having a maximum gradient of 1:50 may be used in any building to limit the number of risers in each flight and each landing must—
- be not less than 750 mm long, and where this involves a change in direction, the length is measured 500 mm from the inside edge of the landing; and
- have—
- a surface with a slip-resistance classification not less than that listed in Table D3D15 when tested in accordance with AS 4586; or
- a strip at the edge of the landing with a slip-resistance classification not less than that listed in Table D3D15 when tested in accordance with AS 4586, where the edge leads to a flight below; and
- in a Class 9a building—
- the area of any landing must be sufficient to move a stretcher, 2 m long and 600 mm wide, at a gradient not more than the gradient of the stairs, with at least one end of the stretcher on the landing while changing direction between flights; or
- the stair must have a change of direction of 180°, and the landing a clear width of not less than 1.6 m and a clear length of not less than 2.7 m.
D3D16
Thresholds
2019: D2.15
- in patient care areas in a Class 9a health-care building, the door sill is not more than 25 mm above the finished floor level to which the doorway opens; or
- in resident use areas a Class 9c building, a ramp is provided with a maximum gradient of 1:8 for a maximum height of 25 mm over the threshold; or
- in a building required to be accessible by Part D4, the doorway—
- opens to a road or open space; and
- is provided with a threshold ramp or step ramp in accordance with AS 1428.1; or
- in other cases—
- the doorway opens to a road or open space, external stair landing or external balcony; and
- the door sill is not more than 190 mm above the finished surface of the ground, balcony, or the like, to which the doorway opens.
The threshold of a doorway must not incorporate a step or ramp at any point closer to the doorway than the width of the door leaf unless—
- in patient care areas in a Class 9a health-care building, the door sill is not more than 25 mm above the finished floor level to which the doorway opens; or
- in resident use areas in a Class 9c building, a ramp is provided with a maximum gradient of 1:8 for a maximum height of 25 mm over the threshold; or
- in a building required to be accessible by Part D4, the doorway—
- opens to a road or open space; and
- is provided with a threshold ramp or step ramp in accordance with AS 1428.1; or
- in a Class 9b building used as an entertainment venue, the door sill of a doorway opening to a road, open space, external stair landing or external balcony is not more than 50 mm above the finished floor level to which the doorway opens; or
- in other cases—
- the doorway opens to a road or open space, external stair landing or external balcony; and
- the door sill is not more than 190 mm above the finished surface of the ground, balcony, or the like, to which the doorway opens.
The threshold of a doorway must not incorporate a step or ramp at any point closer to the doorway than the width of the door leaf unless—
- in patient care areas in a Class 9a health-care building, the door sill is not more than 25 mm above the finished floor level to which the doorway opens; or
- in resident use areas in a Class 9c building, a ramp is provided with a maximum gradient of 1:8 for a maximum height of 25 mm over the threshold; or
- in a building required to be accessible by Part D4, the doorway—
- opens to a road or open space; and
- is provided with a threshold ramp or step ramp in accordance with AS 1428.1; or
- in other cases—
- the doorway opens to a road or open space, external stair landing or external balcony; and
- the door sill is not more than 190 mm above the finished surface of the ground, balcony, or the like, to which the doorway opens.
D3D17
Barriers to prevent falls
2019: D2.16(a), (b) and (c)
- a roof to which general access is provided; and
- a stairway or ramp; and
- a floor, corridor, hallway, balcony, deck, verandah, mezzanine, access bridge or the like; and
- any delineated path of access to a building,
if the trafficable surface is 1 m or more above the surface beneath.
- the perimeter of a stage, rigging loft, loading dock or the like; or
- areas referred to in D3D23; or
- a retaining wall, unless the retaining wall forms part of, or is directly associated with a delineated path of access to a building from the road, or a delineated path of access between buildings; or
- a barrier provided to an openable window covered by D3D29.
D3D18
Height of barriers
2019: Table D2.16a
- For stairways or ramps with a gradient of 1:20 or steeper — 865 mm.
- For landings to a stair or ramp where the barrier is provided along the inside edge of the landing and does not exceed 500 mm in length — 865 mm.
- In front of fixed seating on a mezzanine or balcony within an auditorium in a Class 9b building, where the horizontal projection extends not less than 1 m outwards from the top of the barrier — 700 mm.
- For all other locations — 1 m.
NSW D3D18 Height of barriers2019: Table D2.16a
- For stairways or ramps with a gradient of 1:20 or steeper — 865 mm.
- For landings to a stair or ramp where the barrier is provided along the inside edge of the landing and does not exceed 500 mm in length — 865 mm.
- In front of fixed seating on a mezzanine or balcony within an auditorium in a Class 9b building—
- 1 m; or
- 700 mm where the horizontal projection extends not less than 1 m outwards from the top of the barrier; or
- in a Class 9b building used as an entertainment venue, the height prescribed for guardrails in NSW I4D41 or NSW I5D9.
- In a Class 9b building used as an entertainment venue, for stairways and ramps and the floor of any access path, balcony, landing or the like—
- 1 m when provided inside the building; and
- 1200 mm when provided externally to the building.
- For all other locations — 1 m.
- barrier heights are measured vertically from the surface beneath, except that for stairways the height must be measured above the nosing line of the stair treads; and
- a transition zone may be incorporated where the barrier height changes from 865 mm on a stair flight or ramp to 1 m at a landing or floor.
D3D19
Openings in barriers
2019: Table D2.16a
- must not allow a 300 mm sphere to pass through; or
- where rails are used—
- a 150 mm sphere must not be able to pass through the opening between the nosing line of the stair treads and the rail or between the rail and the floor of the landing, balcony or the like; and
- the opening between rails must not be more than 460 mm.
- must not allow a 300 mm sphere to pass through; or
- where rails are used—
- a 150 mm sphere must not be able to pass through the opening between the nosing line of the stair treads and the rail or between the rail and the floor of the landing, balcony or the like; and
- the opening between the rails must not be more than 460 mm.
D3D20
Barrier climbability
2019: Table D2.16a
-
fire-isolated stairways, fire-isolated ramps and other areas used primarily for emergency purposes, other than—
- external stairways; and
- external ramps; and
- Class 7 (other than carparks) and Class 8 buildings.
D3D21
Wire barriers
2019: D2.16(d)
Where a required barrier is constructed of wire, it is deemed to meet the requirements of D3D19(1) if it is constructed in accordance with the following:
- For horizontal wire systems—
- when measured with a strain indicator, it must be in accordance with the tension values in Table D3D21a; or
- must not exceed the maximum deflections in Table D3D21c.
- For non-continuous vertical wire systems, when measured with a strain indicator, must be in accordance with the tension values in Table D3D21a (see Note 4).
- For continuous vertical or continuous near vertical sloped wire systems—
- must have wires of no more than 2.5 mm diameter with a lay of 7×7 or 7×19 construction; and
- changes in direction at support rails must pass around a pulley block without causing permanent deformation to the wire; and
- must have supporting rails, constructed with a spacing of not more than 900 mm, of a material that does not allow deflection that would decrease the tension of the wire under load; and
- when the wire tension is measured with a strain indicator, it must be in accordance with the tension values in Table D3D21b and measured in the furthermost span from the tensioning device.
Wire dia. (mm) | Lay | Wire spacing (mm) | Clear distance between posts (mm) | ||||||||
---|---|---|---|---|---|---|---|---|---|---|---|
600 | 800 | 900 | 1000 | 1200 | 1500 | 1800 | 2000 | 2500 | |||
2.5 | 7x7 | 60 | 55 | 190 | 263 | 415 | 478 | 823 | 1080 | 1139 | X |
80 | 382 | 630 | 730 | 824 | 1025 | 1288 | X | X | X | ||
100 | 869 | 1218 | 1368 | X | X | X | X | X | X | ||
2.5 | 1x19 | 60 | 35 | 218 | 310 | 402 | 585 | 810 | 1125 | 1325 | X |
80 | 420 | 630 | 735 | 840 | 1050 | 1400 | 1750 | X | X | ||
100 | 1140 | 1565 | X | X | X | X | X | X | X | ||
3.0 | 7x7 | 60 | 15 | 178 | 270 | 314 | 506 | 660 | 965 | 1168 | 1491 |
80 | 250 | 413 | 500 | 741 | 818 | 1083 | 1370 | 1565 | X | ||
100 | 865 | 1278 | 1390 | 1639 | X | X | X | X | X | ||
3.0 | 1x19 | 60 | 25 | 183 | 261 | 340 | 520 | 790 | 1025 | 1180 | X |
80 | 325 | 555 | 670 | 785 | 1015 | 1330 | 1725 | 1980 | X | ||
100 | 1090 | 1500 | 1705 | 1910 | X | X | X | X | X | ||
4.0 | 7x7 | 60 | 5 | 73 | 97 | 122 | 235 | 440 | 664 | 813 | 1178 |
80 | 196 | 422 | 480 | 524 | 760 | 1100 | 1358 | 1530 | 2130 | ||
100 | 835 | 1182 | 1360 | 1528 | 1837 | 2381 | 2811 | 3098 | X | ||
4.0 | 1x19 | 60 | 5 | 5 | 10 | 15 | 20 | 147 | 593 | 890 | 1280 |
80 | 30 | 192 | 300 | 415 | 593 | 1105 | 1303 | 1435 | 1844 | ||
100 | 853 | 1308 | 1487 | 1610 | 2048 | 2608 | 3094 | 3418 | 3849 | ||
4.0 | 7x19 | 60 | 155 | 290 | 358 | 425 | 599 | 860 | 1080 | 1285 | 1540 |
80 | 394 | 654 | 785 | 915 | 1143 | 1485 | 1860 | 2105 | 2615 | ||
100 | 1038 | 1412 | 1598 | 1785 | 2165 | 2735 | X | X | X |
Table Notes
- Lay = number of strands by the number of individual wires in each strand. For example a lay of 7x19 consists of 7 strands with 19 individual wires in each strand.
- Where a change of direction is made in a run of wire, the tensioning device is to be placed at the end of the longest span.
- If a 3.2 mm wire is used the tension figures for 3.0 mm wire are applied.
- This table may also be used for a set of non-continuous (single) vertical wires forming a barrier using the appropriate clear distance between posts as the vertical clear distance between the rails.
- X = Not allowed because the required tension would exceed the safe load of the wire.
- Tension measured with a strain indicator.
Wire dia. (mm) | Lay | Widest spacing between wires (mm) | Required tension (N) |
---|---|---|---|
2.5 | 7x19 | 80 | 145 |
100 | 310 | ||
110 | 610 | ||
2.5 | 7x7 | 80 | 130 |
100 | 280 | ||
110 | 500 |
Table Notes
- Lay = number of strands by the number of individual wires in each strand. For example a lay of 7x19 consists of 7 strands with 19 individual wires in each strand.
- Vertical wires require two pulley blocks to each 180° change of direction in the wire.
- Near vertical wires may only require one pulley block for each change of direction.
- Tension measured with a strain indicator.
- The table only includes 7x7 and 7x19 wires due to other wires not having sufficient flexibility to make the necessary turns.
Wire dia. (mm) | Wire spacing (mm) | Clear distance between posts (mm) | |||||
---|---|---|---|---|---|---|---|
600 | 900 | 1200 | 1500 | 1800 | 2000 | ||
2.5 | 60 | 17 | 11 | 9 | 8 | 8 | 8 |
80 | 7 | 5 | 5 | 5 | X | X | |
3.0 | 60 | 19 | 13 | 8 | 7 | 7 | 7 |
80 | 8 | 6 | 6 | 5 | 5 | 5 | |
4.0 | 60 | 18 | 12 | 8 | 8 | 7 | 7 |
80 | 8 | 6 | 4 | 4 | 4 | 4 |
Table Notes
- Where a change of direction is made in a run of wire the 2 kg mass must be placed at the middle of the longest span.
- If a 3.2 mm wire is used the deflection figures for 3.0 mm wire are applied.
- This table may also be used for a set of non-continuous (single) vertical wires forming a barrier using the appropriate clear distance between posts as the vertical clear distance between the rails. The deflection (offset) is measured by hooking a standard spring scale to the mid span of each wire and pulling it horizontally until a force of 19.6 N is applied.
- X = Not allowed because the required tension would exceed the safe load of the wire.
- This table has been limited to 60 mm and 80 mm spaces for 2.5 mm, 3 mm and 4 mm diameter wires because the required wire tensions at greater spacings would require the tension to be beyond the wire safe load limit, or the allowed deflection would be impractical to measure.
D3D22
Handrails
2019: D2.17
- be located along at least one side of the ramp or flight; and
- be located along each side if the total width of the stairway or ramp is 2 m or more; and
- in a Class 9b building used as a primary school or a building that contains an early childhood centre—
- have one handrail fixed at a height of not less than 865 mm; and
- in addition to (i), have a handrail—
- fixed at a height between 665 mm and 750 mm in a primary school; and
- with a cross-sectional dimension not less than 16 mm and not greater than 45 mm as measured in any direction across its centre, fixed at a height between 450 mm and 700 mm in a Class 9b early childhood centre; and
- in any other case, be fixed at a height of not less than 865 mm; and
- be continuous between stair flight landings and have no obstruction on or above them that will tend to break a hand-hold; and
- in a required exit serving an area required to be accessible, be designed and constructed to comply with clause 12 of AS 1428.1, except that clause 12(d) does not apply to a handrail required by (1)(c)(ii).
- in a Class 9a health-care building must be provided along at least one side of every passageway or corridor used by patients, and must be—
- fixed not less than 50 mm clear of the wall; and
- where practicable, continuous for their full length; and
- in a Class 9c aged care building must be provided along both sides of every passageway or corridor used by residents, and must be—
- fixed not less than 50 mm clear of the wall; and
- where practicable, continuous for their full length.
- be located along at least one side of the flight or ramp; and
- be located along the full length of the flight or ramp, except in the case where a handrail is associated with a barrier, the handrail may terminate where the barrier terminates; and
- have the top surface of the handrail not less than 865 mm vertically above the nosings of the stair treads or the floor surface of the ramp; and
- have no obstruction on or above them that will tend to break a handhold, except for newel posts, ball type stanchions, or the like.
- handrails referred to in D3D23; or
- a stairway or ramp providing a change in elevation of less than 1 m; or
- a landing; or
- a winder where a newel post is installed to provide a handhold.
D3D23
Fixed platforms, walkways, stairways and ladders
2019: D2.18
A fixed platform, walkway, stairway, ladder and any going and riser, landing, handrail or barrier attached thereto may comply with AS 1657 in lieu of D3D14, D3D15, D3D17, D3D18, D3D19, D3D20, D3D21 and D3D22 if it only serves—
- machinery rooms, boiler houses, lift-machine rooms, plant-rooms, and the like; or
- non-habitable rooms, such as attics, storerooms and the like that are not used on a frequent or daily basis in the internal parts of a sole-occupancy unit in a Class 2 building or Class 4 part of a building; or
- areas within a farm building.
A fixed platform, walkway, stairway, ladder and any going and riser, landing, handrail or barrier attached thereto may comply with AS 1657 in lieu of D3D14, D3D15, D3D17, D3D18, D3D19, D3D20, D3D21 and D3D22 if it only serves—
- machinery rooms, boiler houses, lift-machine rooms, plant-rooms, and the like; or
- non-habitable rooms, such as attics, storerooms and the like that are not used on a frequent or daily basis in the internal parts of a sole-occupancy unit in a Class 2 building or Class 4 part of a building.
D3D24
Doorways and doors
2019: D2.19
- a sliding fire door; or
- a sliding smoke door; or
- a revolving door; or
- a roller shutter door; or
- a tilt-up door.
- must not be fitted with a revolving door; and
- must not be fitted with a roller shutter or tilt-up door unless—
- it serves a Class 6, 7 or 8 building or part with a floor area not more than 200 m2; and
- the doorway is the only required exit from the building or part; and
- it is held in the open position while the building or part is lawfully occupied; and
- must not be fitted with a sliding door unless—
- it leads directly to a road or open space; and
- the door is able to be opened manually under a force of not more than 110 N; and
- if fitted with a door which is power-operated—
- it must be able to be opened manually under a force of not more than 110 N if there is a malfunction or failure of the power source; and
- if it leads directly to a road or open space it must open automatically if there is a power failure to the door or on the activation of a fire or smoke alarm anywhere in the fire compartment served by the door.
NSW D3D24 Doorways and doors2019: D2.19
- must not be fitted with a revolving door; and
- must not be fitted with a roller shutter or tilt-up door unless—
- it serves a Class 6, 7 or 8 building or part with a floor area not more than 200 m2; and
- the doorway is the only required exit from the building or part; and
- it is held in the open position while the building or part is lawfully occupied; and
- must not be fitted with a sliding door unless—
- it leads directly to a road or open space; and
- the door is able to be opened manually under a force of not more than 110 N; and
- if fitted with a door which is power-operated—
- it must be able to be opened manually under a force of not more than 110 N if there is a malfunction or failure of the power source; and
- if it leads directly to a road or open space it must open automatically if there is a power failure to the door or on the activation of a fire or smoke alarm anywhere in the fire compartment served by the door; and
- in a Class 9b building used as an entertainment venue—
- must not be fitted with a collapsible gate, accordion door, turnstile or rigid barrier; and
- if fitted with a door, must be—
- a swing door which opens in the direction of egress; and
- doors hung in two folds where the unobstructed width of the doorway is more than 1 m; and
- a doorway or opening within sight of the audience but not intended for egress must have a notice displayed clearly indicating its purpose and such a notice must not be internally illuminated; and
- notwithstanding (2)(c), a sliding door may be fitted where—
- it leads directly to a road or open space and forms a main entrance; and
- it is capable of swinging in the direction of egress when pressure is applied to the inside face of the door; and
- the door is provided with signage that clearly indicates to persons seeking egress, the potential for swinging the door open in an emergency.
D3D25
Swinging doors
2019: D2.20
- must not encroach—
- at any part of its swing by more than 500 mm on the required width (including any landings) of a required stairway, ramp or passageway if it is likely to impede the path of travel of the people already using the exit; and
- when fully open, by more than 100 mm on the required width of the required exit; and
- must swing in the direction of egress unless—
- it serves a building or part with a floor area not more than 200 m2, it is the only required exit from the building or part and it is fitted with a device for holding it in the open position; or
- it serves a sanitary compartment or airlock (in which case it may swing in either direction); and
- must not otherwise impede the path or direction of egress.
SA D3D25 Swinging doors2019: D2.20
- must not encroach—
- at any part of its swing by more than 500 mm on the required width (including any landings) of a required stairway, ramp or passageway if it is likely to impede the path of travel of the people already using the exit; and
- when fully open, by more than 100 mm on the required width of the required exit; and
- must swing in the direction of egress unless—
- it serves a building or part with a floor area not more than 200 m2, it is the only required exit from the building or part and it is fitted with a device for holding it in the open position; or
- it serves a sanitary compartment or airlock (in which case it may swing in either direction); or
- it serves a farm building; and
- must not otherwise impede the path or direction of egress.
D3D26
Operation of latch
2019: D2.21
- a single hand downward action on a single device which is located between 900 mm and 1.1 m from the floor and if serving an area required to be accessible by Part D4—
- be such that the hand of a person who cannot grip will not slip from the handle during the operation of the latch; and
- have a clearance between the handle and the back plate or door face at the centre grip section of the handle of not less than 35 mm and not more than 45 mm; or
- a single hand pushing action on a single device which is located between 900 mm and 1.2 m from the floor.
- manual controls to power-operated doors must be at least 25 mm wide, proud of the surrounding surface and located—
- not less than 500 mm from an internal corner; and
- for a hinged door, between 1 m and 2 m from the door leaf in any position; and
- for a sliding door, within 2 m of the doorway and clear of a surface mounted door in the open position; and
- braille and tactile signage complying with S15C3 and S15C6 must identify the latch operation device.
- serves a vault, strong-room, sanitary compartment, or the like; or
- serves only, or is within—
- a sole-occupancy unit in a Class 2 building or a Class 4 part of a building; or
- a sole-occupancy unit in a Class 3 building (other than an entry door to a sole-occupancy unit of a boarding house, guest house, hostel, lodging house or backpacker accommodation); or
- a sole-occupancy unit with a floor area not more than 200 m2 in a Class 5, 6, 7 or 8 building; or
- a space which is otherwise inaccessible to persons at all times when the door is locked; or
- complies with (4) and serves—
- Australian Government Security Zones 4 or 5; or
- the secure parts of a bank, detention centre, mental health facility, early childhood centre or the like; or
- is fitted with a fail-safe device which automatically unlocks the door upon the activation of any sprinkler system (other than a FPAA101D system) complying with Specification 17 or smoke, or any other detector system deemed suitable in accordance with AS 1670.1 installed throughout the building, and is readily openable when unlocked; or
- is in a Class 9a or 9c building and—
- by operating a fail-safe control switch, not contained within a protective enclosure, to actuate a device to unlock the door; or
- by hand by a person or persons, specifically nominated by the owner, properly instructed as to the duties and responsibilities involved and available at all times when the building is lawfully occupied so that persons in the building or part may immediately escape if there is a fire.
- without a key from the side that faces a person seeking egress; and
- by a single hand pushing action on a single device such as a panic bar located between 900 mm and 1.2 m from the floor; and
- where a two-leaf door is fitted, the provisions of (a) and (b) need only apply to one door leaf if the appropriate requirements of D2D9 are satisfied by the opening of that one leaf.
NSW D3D26 Operation of latch2019: D2.21
- without a key from the side that faces a person seeking egress; and
- by a single hand pushing action on a single device such as a panic bar located between 900 mm and 1.2 m from the floor; and
- where a two-leaf door is fitted, the provisions of (a) and (b) need only apply to one door leaf if the appropriate requirements of D2D9 are satisfied by the opening of that one leaf; and
- where the door is a door in a path of travel providing re-entry to the building from a balcony, terrace or the like, it may be fitted with key-operated fastenings only, the tongues of which must be locked in the retracted position whenever the building is occupied by the public, so the door can yield to pressure.
NSW D3D26 Operation of latch2019: D2.21
- on a door, the single device operating the latch or bolts must be a panic bar if those doors are to be secured; or
- an exit door or gate used by the public as the main entrance may be fitted with key-operated fastenings only, the tongues of which must be locked in the retracted position whenever the building is occupied by the public so the door or gate can yield to pressure from within; or
- a door from a balcony, terrace or the like, being a door in a path of travel providing re-entry to the building, may comply with the locking provision of (b) above.
VIC D3D26 Operation of latch2019: D2.21
D3D27
Re-entry from fire-isolated exits
2019: D2.22
- In a Class 9a health-care building.
- In a Class 9b early childhood centre.
- In a Class 9c building.
- In a fire-isolated exit serving any storey above an effective height of 25 m, throughout the exit.
- on at least every fourth storey, the doors are not able to be locked and a sign is fixed on such doors stating that re-entry is available; or
- an intercommunication system, or an audible or visual alarm system, operated from within the enclosure is provided near the doors and a sign is fixed adjacent to such doors explaining its purpose and method of operation.
D3D28
Signs on doors
2019: D2.23
- a required—
- fire door providing direct access to a fire-isolated exit, except a door providing direct egress from a sole-occupancy unit in a Class 2 or 3 building or Class 4 part of a building; and
- smoke door; and
- any door which is a—
- fire door forming part of a horizontal exit; and
- smoke door that swings in both directions; and
- door leading from a fire isolated exit to a road or open space.
- For an automatic door held open by an automatic hold-open device—FIRE SAFETY DOOR — DO NOT OBSTRUCT
- For a self-closing door—DO NOT OBSTRUCTDO NOT KEEP OPENFIRE SAFETY DOOR
- For a door discharging from a fire-isolated exit—FIRE SAFETY DOOR — DO NOT OBSTRUCT
D3D29
Protection of openable windows
2019: D2.24
- a bedroom in a Class 2 or 3 building or Class 4 part of a building; or
- a Class 9b early childhood centre.
- The openable portion of the window must be protected with—
- a device capable of restricting the window opening; or
- a screen with secure fittings.
- A device or screen required by (a) must—
- not permit a 125 mm sphere to pass through the window opening or screen; and
- resist an outward horizontal action of 250 N against the—
- window restrained by a device; or
- screen protecting the opening; and
- have a child resistant release mechanism if the screen or device is able to be removed, unlocked or overridden.
- in addition to window protection, when a child resistant release mechanism is required by (2)(b)(iii); and
- where the floor below the window is 4 m or more above the surface beneath if the window is not covered by (1).
- permit a 125 mm sphere to pass through it; and
- have any horizontal or near horizontal elements between 150 mm and 760 mm above the floor that facilitate climbing.
- fire-isolated stairways, fire-isolated ramps and other areas used primarily for emergency purposes, excluding external stairways and external ramps; and
- Class 7 (other than carparks) and Class 8 buildings and parts of buildings containing those classes,
must not permit a 300 mm sphere to pass through it.
D3D30
Timber stairways: Concession
2019: D2.25
- if the timber—
- has a finished thickness of not less than 44 mm; and
- has an average density of not less than 800 kg/m3 at a moisture content of 12%; and
- subject to—
- the building being protected throughout by a sprinkler system (other than a FPAA101D system) complying with Specification 17 which extends to within the fire-isolated enclosure; and
- fire protection being provided to the underside of stair flights and landings located immediately above a landing level which—
- is at or near the level of egress; or
- provides direct access to a carpark.
In a Class 9b building used as an entertainment venue, a doorway in a path of travel must comply with NSW D3D24(2)(e).