Division B
Acceptable Solutions
Part 9 — Housing and Small Buildings
Section 9.8. Stairs, Ramps, Handrails and Guards
9.8.1. Application
9.8.1.1. General
1) This Section applies to the design and
construction of interior and exterior stairs, steps, ramps, handrails and
guards.

NC2010 2010-01-01 R1
1) 
This Section applies to the design and
constructionconstruction of interior and exterior stairs, steps, ramps, handrails and
guards.
9.8.1.2.
Stairs, Ramps, Landings, Handrails and Guards in Garages
1) Where stairs, ramps, landings, handrails or
guards are installed in garages that serve a single
dwelling unit, the garage shall be considered to be part of the
dwelling unit and the requirements for stairs, ramps, landings, handrails and
guards within
dwelling units shall apply.


NC2010 2010-01-01 R1
1) 
Where stairs, ramps, landings, handrails or
guards are installed in garages that serve a single
dwelling
unit or a house with a secondary suite including their common spaces, the garage shall be considered to be part of the
dwelling unit and the requirements for stairs, ramps, landings,
handrails and
guards within
dwelling units shall apply.
9.8.1.3. Exit Stairs, Ramps and Landings
1) 
Where a stair, ramp or landing forms part of an
exit, the appropriate requirements in
Sections 9.9. and 9.10. shall
also apply.
9.8.1.4. Escalators and Moving Walkways
1) 
Escalators and moving
walkways shall conform to the appropriate requirements in Part 3.
9.8.2. Stair Dimensions
9.8.2.1. Stair Width
2)
Exit stairs serving a single
dwelling unit shall have a width of not less than 860 mm.

NC2010 2010-01-01 R1
2) 
Exit stairs serving a single
dwelling unitor a house with a secondary suite including their common spaces shall have a width of not less than 860 mm.
4) 
At least one stair between each floor level within a
dwelling unit, and exterior stairs serving a single
dwelling unit except required
exit stairs, shall have a width of not less than 860 mm.
9.8.2.2. Height over Stairs
1) 
The clear height over stairs shall be measured vertically

, over the clear width of the stair, from a straight line tangent to the tread and landing nosings to the lowest point above. (See
A-3.4.3.4. in Appendix A.)

2) 

Except as permitted by
Sentences (3) and (4), the clear height over stairs shall not be less than 2 050 mm.
3) The clear height over stairs serving a single
dwelling unit shall not be less than 1 950 mm.

NC2010 2010-01-01 R1
3) 
The clear height over stairs serving a single
dwelling unitor a house with a secondary suite including their common spaces shall not be less than 1 950 mm.
4) Reserved.


NC2010 2010-01-01 R1
4) Reserved.
The clear height over stairs that are located under beams and ducting in secondary suites shall not be less than 1 850 mm.
9.8.3. Stair Configurations
9.8.3.1. Straight and Curved Runs in Stairs
1) 
Except as provided in
Sentence (2), stairs shall consist of
a) straight-run flights, or
b) curved flights.
2) 
Stairs within
dwelling units shall consist of
a) straight-run flights,
b) curved flights, or
c) straight runs with winders.
3) 
Only one set of winders described in
Sentence (2) shall be permitted between floor levels.
9.8.3.2. Minimum Number of Risers
1) 
Except for stairs within a
dwelling unit, at least 3 risers shall be provided in interior flights.
9.8.3.3. Maximum Height of Stairs
1) 
The vertical height of any flight of stairs shall not exceed 3.7 m.
9.8.4. Step Dimensions
(See Appendix A.)9.8.4.1. Dimensions for Risers
(See A-9.8.4. in Appendix A.)
Table 9.8.4.1. Rise for Rectangular Treads Forming part of Sentence 9.8.4.1.(1) |
Stair Type |
All Steps |
Rise, mm |
Max. |
Min. |
Private(1) |
200 |
125 |
Public(2) |
180 | 125 |
9.8.4.2. Dimensions for Rectangular Treads
(See A-9.8.4. in Appendix A.)1) 
Except for stairs serving areas only used as
service rooms or
service spaces, the run

, which is measured as the horizontal nosing-to-nosing distance,

and the tread depth of rectangular treads shall comply with
Table 9.8.4.2.
Table 9.8.4.2. Run and Tread Depth for Rectangular Treads Forming part of Sentence 9.8.4.2.(1) |
Stair Type |
Rectangular Treads |
Run,
mm |
Tread Depth, mm |
Max. |
Min. |
Max. |
Min. |
Private(1) | 355 |
210 |
355 |
235 |
Public(2) | No limit | 280 | No limit | 280 |

NC2010 2010-01-01 R1
Table 9.8.4.2. Run and Tread Depth for Rectangular Treads Forming part of Sentence 9.8.4.2.(1)
|
Stair Type |
Rectangular Treads |
|
Run,
mm |
Tread Depth, mm |
|
Max. |
Min. |
Max. |
Min. |
Private(1) |
355 |
210 |
355 |
235 |
Public(2) |
No
limit
|
280 |
No
limit
|
280 |
2) 
The depth of a rectangular tread shall be not less than its run and not more than its run plus 25 mm.
9.8.4.3. Dimensions for Angled Treads
(See A-9.8.4. in Appendix A.)2) 
Except as provided in
Article 9.8.4.5., angled treads in other than required
exit stairs shall have an average run,

which is measured as the horizontal nosing-to-nosing distance,

of not less than 200 mm and a minimum run of 150 mm.
3) 
The depth of an angled tread shall be not less than its run

, measured as the horizontal nosing-to-nosing distance,

at any point and not more than its run at any point plus 25 mm.
9.8.4.4. Uniformity and Tolerances for Risers and Treads
1) 
Except as provided in
Sentence (2), risers shall be of uniform height in any one flight, with a maximum tolerance of
a)

5 mm

between adjacent treads or landings, and
b)

10 mm

between the tallest and shortest risers in a flight.
2) 
Except for required
exit stairs, where the top or bottom riser in a stair adjoins a sloping finished walking
surface, such as a garage floor, driveway or sidewalk, the height
of the riser across the stair shall vary by not more than 1 in 12.
3) 
Treads shall have a uniform run with a maximum tolerance of
a)

5 mm

between adjacent treads, and
b)

10 mm

between the deepest and shallowest treads in a flight.
4) 
Where angled treads or winders are incorporated into a stair, the treads in all sets of angled treads or winders within a flight
shall turn in the same direction.
5) 
The slope of treads shall not exceed

1 in 50

.
9.8.4.5. Winders
(See Appendix A.)1) Stairs within
dwelling units may contain winders provided
a) the winders turn through an angle of not more than 90°,
b) individual treads turn through
i) an angle of 30° with no deviation
above or below 30°, or
ii) an angle of 45° with no deviation
above or below 45°,
c) the run, measured at a point 200 mm from the narrow end, conforms
to the run requirements for a private stair in
Table 9.8.4.2., and
d) the run at the narrow end is not less than 150 mm.

NC2010 2010-01-01 R1
1) Stairs within dwelling units may contain winders
provided
Individual treads in winders that converge on a centre point shall turn through an angle of
a) the winders turn through an angle of not more than 90°,
b) individual treads turn through
i) an angle of 30° with no deviation
above or below 30°, or
ii) an angle of 45° with no deviation
above or below 45°,
a) 30° with no deviation above or below 30°, or
c) the run, measured at a point 200 mm from the narrow end, conforms
to the run requirements for a private stair in Table 9.8.4.2.,
and
d) the run at the narrow end is not less than 150 mm.45° with no deviation above or below 45°.
2) 
Where winders are incorporated into a stair, each set shall not turn through more than 90°.
9.8.4.6. Tread
Nosings
(See Appendix A and
A-9.8.4. in Appendix A
.)1) 

Except as permitted by
Sentence (2), the top of the nosings of stair treads shall have a rounded or bevelled edge extending not less than 6 mm and not more
than 14 mm measured horizontally from the front of the
nosing.
2) 
If resilient material is used to cover the nosing of a stair tread, the minimum extension of the rounded or bevelled edge required
by
Sentence (1) is permitted to be reduced to 3 mm.

9.8.4.7.
Tactile Warning
1) Stairs shall be provided with tactile warning strips conforming to
Article 3.8.3.11., except for
b)
exit stairs not normally used for access purposes, and
c) fire escapes.

9.8.5. Ramps
9.8.5.1. Application
1) This Subsection applies to pedestrian ramps, except ramps in an
accessible path of travel.

NC2010 2010-01-01 R1
1) 
This Subsection applies to pedestrian ramps, except ramps in
anaaccessible barrier-free path of travel.
2) Ramps in an
accessible path of travel shall conform to the requirements in Section 3.8.

NC2010 2010-01-01 R1
2) 
Ramps in
anaaccessible barrier-free path of travel shall conform to the requirements in
Section 3.8.Article 3.8.3.4.
9.8.5.2. Ramp Width
(See also Article 9.9.3.2.)2) 
All ramps serving a single
dwelling unit
shall have a width of not less than 860 mm.

NC2010 2010-01-01 R1
2) 
All ramps serving a single
dwelling unitor a house with a secondary suite including their common spaces shall have a width of not less than
860 mm.
9.8.5.3. Height over Ramps
1) 
The clear height over ramps shall be not less than 2 050 mm.

NC2010 2010-01-01 R1
9.8.5.3. Height over Ramps
1) 
The Except as permitted by Sentence (2), the clear height over ramps shall be not less than 2 050 mm.
2) 
The clear height over ramps serving a single
dwelling unit or a house with a
secondary suite including their common spaces shall be not less than 1 950 mm.
9.8.5.4. Slope
1) 
The slope of ramps shall be not more than
a) 1 in 10 for exterior ramps,
9.8.5.5. Maximum Rise
1) 
Where the slope of the ramp is greater than 1 in 12, the maximum rise between floors or landings shall be 1 500 mm.
9.8.6. Landings
9.8.6.1. Application
1) This Subsection applies to landings, except landings for ramps in an
accessible path of travel.

NC2010 2010-01-01 R1
1) 
This Subsection applies to landings, except landings for ramps in
anaaccessiblebarrier-free path of travel.
2) Landings for ramps in an
accessible path of travel shall conform to the requirements in
Section 3.8.
NC2010 2010-01-01 R1
2) 
Landings for ramps in
anaaccessiblebarrier-free path of travel shall conform to the requirements in Section 3.8.
3) 
Finished floors, and ground surfaces with a slope not exceeding

1 in 50

, at the top and bottom of stairs or ramps shall be considered as landings.
9.8.6.2. Required Landings
1) 
Except as provided in
Sentences (2) to (4) and
Sentence 9.9.6.6.(2), a landing shall be provided
a) at the top and bottom of each flight of interior and exterior stairs, including stairs in garages,
b) at the top and bottom of every ramp with a slope greater than
1 in 50,
c) where a doorway opens onto a stair or ramp,
d) where a ramp opens onto a stair, and
e) where a stair opens onto a ramp.
2) 
Where a door at the top of a stair within a
dwelling unit swings away from the stair, no landing is required between the doorway and the stair.
3) A landing

is not required

at the top of an exterior flight serving a secondary entrance to a single
dwelling unit provided
a) the stair does not contain more than 3 risers,
b) the principal door is a sliding door or swings away from the stair, and
c) only a storm or screen door, if any, swings over the stair and is equipped
with hardware to hold it open.

BC2012 2012-01-01 R1NC2010 2010-01-01 R1
3) A landing
is not requiredmay be omitted at the top of an exterior flight serving a secondary
entrance to a single
dwelling unit
provided
a) the stair does not contain more than 3 risers,
b) the principal door is a sliding door or swings away from the stair, and
c) only a storm or screen door, if any, swings over the stair and is equipped
with hardware to hold it open.
3) 
A landing
is not requiredmay be omitted at the top of an exterior flight serving a secondary entrance to a single
dwelling unitor a house with a secondary suite, provided
a) the stair does not contain more than 3 risers,
b) the principal door is a sliding door or swings away from the stair, and
c) only a storm or screen door, if any, swings over the stair and is equipped
with hardware to hold it open.
4) A landing

is not required

at the bottom of an exterior stair or ramp provided there is no obstruction, such as a gate or door, within the lesser of the width of the
stair or ramp or
a) 900 mm for stairs or ramps serving a single
dwelling unit, and
b) 1 100 mm for stairs or ramps not serving a single
dwelling unit.

NC2010 2010-01-01 R1
4) 
A landing
is not requiredmay be omitted at the bottom of an exterior stair or ramp provided there is no obstruction, such as a gate or door, within the lesser of the width of the
stair or ramp or
a) 900 mm for stairs or ramps serving a single dwelling unit, and
b) 1 100 mm for stairs or ramps not serving a single dwelling unit.
9.8.6.3. Dimensions of Landings
(See Articles 9.9.6.1. and 9.9.6.6. regarding landings in exits.)1) Except as provided in
Sentences (3) to (6)
, the width and length of landings shall comply with
Table 9.8.6.3. (See
Appendix A.)

NC2010 2010-01-01 R1
1) 
Except as provided in Sentences (3) to (6), the width and length of landings shall comply with Table 9.8.6.3. (See
Appendix A.)
2) 
Reserved.


NC2010 2010-01-01 R1
2) Reserved.
Widths and lengths of landings serving a house with a secondary suite including their common spaces shall comply with the requirements in Table 9.8.6.3. that apply to dwelling units.
3) 
Where stair flights or ramps of different widths adjoin a single landing, the

minimum width

of the landing shall be
a) where one or more of the stair or ramp widths do not exceed
their respective required widths, not less than the greater required
stair or ramp width, or
b) where all of the widths of the stairs or ramps exceed their
respective required widths, not less than the lesser actual stair
or ramp width.
4) 
Where a door swings toward a stair, the full arc of the swing shall be over the landing.
6) 
Where a doorway or stairway opens onto the side of a ramp, the landing shall extend for a distance of not less than 300 mm on either side of the doorway or stairway, except on a side abutting
an end wall.
9.8.6.4. Height over Landings
1) 

Except as permitted by
Sentence (2),

the clear height over landings shall be not less than 2 050 mm.
2) 
The clear height over landings within
dwelling unit shall be not less than 1 950 mm.


NC2010 2010-01-01 R1
2) 
The clear height over landings
within serving a single dwelling unit or a house with a secondary suite including their common spaces shall be not less than 1 950 mm.
9.8.7. Handrails
9.8.7.1. Required Handrails
Table 9.8.7.1.
Number of Sides of Stair or Ramp Required to Have a Handrail Forming part of Sentence 9.8.7.1.(1) |
Location of Stair or
Ramp |
Handrails Serving Stairs |
Handrails Serving Ramps |
Stairs < 1 100 mm Wide |
Stairs ≥ 1 100 mm
Wide |
Ramps < 1 100 mm
Wide |
Ramps ≥ 1 100 mm
Wide |
Straight |
Curved |
All |
Straight or Curved |
All |
Number of Sides Required to Have a Handrail |
Within a dwelling unit | 1 |
1 |
1 |
1 |
2 |
All other locations(1) | 1 |
2 |
2 |
2 |
2 |

NC2010 2010-01-01 R1
Table 9.8.7.1. Number of Sides of Stair or Ramp Required to Have a Handrail Forming part of Sentence 9.8.7.1.(1)
|
Location of Stair or
Ramp |
Handrails Serving Stairs |
Handrails Serving Ramps |
|
Stairs < 1 100 mm Wide |
Stairs ≥ 1 100 mm
Wide |
Ramps < 1 100 mm
Wide |
Ramps ≥ 1 100 mm
Wide |
|
Straight |
Curved |
All |
Straight or Curved |
All |
|
Number of Sides Required to Have a Handrail |
Within a dwelling unit or a house with a secondary suite |
1 |
1 |
1 |
1 |
2 |
All other locations(1) |
1 |
2 |
2 |
2 |
2 |
2) 
Where a stair or a ramp is required to be at least 2 200 mm wide due to the
occupant load, a handrail shall be installed such that no position on the stair or ramp is more than 825 mm from a handrail.

3) 
Handrails are not required for

stairs and ramps serving a single
dwelling unit, where

a) interior stairs have not more than 2 risers,
b) exterior stairs have not more than 3 risers, or
c) ramps rise not more than 400 mm.
4) Only one handrail is required on exterior stairs having more than 3 risers
provided such stairs serve not more than one
dwelling unit.

NC2010 2010-01-01 R1
4) 
Only one handrail is required on exterior stairs having more than 3 risers provided such stairs serve not more than one
dwelling
unit or a house with a secondary suite.
9.8.7.2. Continuity of Handrails
(See Appendix A.)1) 
Except as provided in
Sentence (2), at least one required handrail shall be continuous throughout the length of the stair or ramp, including landings, except where
interrupted by
a) doorways, or
b) newel posts at changes in direction.
2) For stairs or ramps serving a single
dwelling unit at least one required handrail shall be
continuous throughout the length of the stair or ramp, except where interrupted
by
a) doorways,
b) landings, or
c) newel posts at changes in direction.

NC2010 2010-01-01 R1
2) 
For stairs or ramps serving a single
dwelling unitor a house with a secondary suite including their common spaces, at least one required handrail shall be continuous throughout the length of the stair or ramp, except where interrupted
by
a) doorways,
b) landings, or
c) newel posts at changes in direction.
9.8.7.3. Termination of Handrails
1) 
Handrails shall be terminated in a manner that will not obstruct pedestrian travel or create a hazard.
(See Appendix A.) 2) Except for stairs and ramps serving only one
dwelling unit at least one handrail at the sides of a stair or ramp shall extend
horizontally not less than 300 mm beyond the top and bottom of each
flight or ramp. (See
Appendix A.)

NC2010 2010-01-01 R1
2) 
Except for stairs and ramps serving only one
dwelling unit
or a house with a secondary suite including their common spaces, at least one handrail at the sides of a stair or ramp shall extend
horizontally not less than 300 mm beyond the top and bottom of each
flight or ramp. (See Appendix A.)
9.8.7.4. Height of Handrails
(See Appendix A.)1) 
The height of handrails on stairs and ramps shall be measured vertically from the top of the handrail to
a) a

straight

line drawn

tangent to the tread nosings of the stair

served by the handrail, or
b) the surface of the ramp, floor or landing served by the handrail.
2) 
Except as provided in
Sentences (3) and (4), the height of handrails on stairs and ramps shall be
a) not less than

865 mm

, and
b) not more than 965 mm.
3) 
Where
guards are required, handrails required on landings shall be not more than 1 070 mm in
height.
4) 

Handrails installed in addition to required handrails need not comply with
Sentence (2).

9.8.7.5. Ergonomic Design
1) 
A clearance of not less than 50 mm shall be provided between a handrail and any surface behind it.
2) 
All handrails shall be constructed so as to be continually graspable along their entire length with no obstruction on or above them to
break a handhold, except where the handrail is interrupted by newels
at changes in direction. (See
Appendix A.)
9.8.7.6. Projections into Stairs and Ramps
1) Handrails and
constructions below handrails, including handrail supports and stair stringers, shall not project more than 100 mm into the required width
of a stair or ramp. (See also
Articles 9.8.2.1. and 9.8.5.2.)

NC2010 2010-01-01 R1
1) 
Handrails and
constructionsconstructions below handrails, including handrail supports and stair stringers, shall not project more than 100 mm into the required width
of a stair or ramp. (See also Articles 9.8.2.1. and 9.8.5.2.)
9.8.7.7. Design and Attachment of Handrails
(See Appendix A.)1) 
Handrails and any
building element that could be used as a handrail shall be designed and attached in
such a manner as to resist
a) a concentrated load at any point of not less than 0.9
kN, and
b) for handrails other than those serving a single
dwelling unit, a uniformly distributed load of 0.7 kN/m.
2) 
Where a handrail serving a single
dwelling unit is attached to wood studs or blocking, the attachment
shall be deemed to comply with
Sentence (1) where
a) the attachment points are spaced not more than 1.2 m apart,
b) the first attachment point at either end is located no more than 300 mm from the end of the handrail, and
c) the fasteners consist of not less than 2 wood screws at each
point, penetrating not less than 32 mm into solid wood.
9.8.8. Guards
9.8.8.1. Required Guards
(See Appendix A.)1) 
Except as provided in
Sentences (2) and (3), every surface to which access is provided for other than maintenance purposes, including but not limited to flights of steps and ramps,
exterior landings, porches, balconies,
mezzanines, galleries and raised
walkways, shall be protected by a
guard on each side that is not protected by a wall for the length where
a) there is a difference in elevation of more than 600 mm between the walking surface and the adjacent surface, or
b) the adjacent surface within 1.2 m of the walking
surface has a slope of more than 1 in 2.
2)
Guards are not required
a) at loading docks,
c) where access is provided for maintenance purposes only.
3) 
Where an interior stair has more than 2 risers or an interior ramp rises more than 400 mm, the sides of
the stair or ramp and the landing or floor level around the stairwell
or ramp shall be protected by a
guard on each side that is not protected by a wall.
4) 
Doors in
buildings of
residential occupancy, where the finished floor on one side of the door is more than 600 mm above
the floor or other constructed surface or ground level on the other
side of the door, shall be protected by
b) a mechanism capable of controlling the free swinging or sliding
of the door so as to limit any clear unobstructed opening to not more
than 100 mm.
5) 
Except as provided in
Sentence (6), openable

windows in
buildings of
residential occupancy shall be protected by
b) a mechanism capable of controlling the free swinging or sliding of the openable part
of the window so as to limit any clear unobstructed opening to not more than 100 mm measured either vertically or horizontally where the other dimension is greater than
380 mm.
(See Appendix A.)

VC2014 2015-01-01 R1NC2010 2010-01-01 R1
5) Except as provided in Sentence (6), openable Openable windows in
buildings of
residential occupancy shall be protected by
a) a guard, or
b) a mechanism capable of controlling the free swinging or sliding of the openable part
of the window so as to limit any clear unobstructed opening to not more than 100 mm measured either vertically or horizontally where the other dimension is greater than
380 mm.
(See Appendix A.)
5) 
Except as provided in Sentence (6), openable windows in
buildings of
residential occupancy shall be protected by
a) a guard, or
b) a mechanism capable of controlling the free swinging or sliding of the openable part
of the window so as to limit any clear unobstructed opening to not more than 100 mm measured either vertically or horizontally where the other dimension is greater than
380 mm.
(See Appendix A.)
6) Windows need not be protected in accordance with
Sentence (5), where
b) Reserved.
c)

openings greater than 100 by 380 mm are
i) located more than 900 mm above the finished floor on one side of the window, and
ii) construction below the opening does not facilitate climbing,
d) windows are designed such that
i) the only opening greater than 100 mm by 380 mm is a horizontal opening at the top of the window,
ii) the opening is at least 450 mm above the window sill, and
iii) the window sill is located more than 450 mm above the finished floor on one side of
the window, or
e) the window is located in a room or space with the finished floor described in
Clause 9.8.8.1.(6)(d) located less than 1 800 mm above the floor or ground on the other side of the window.
(See A-9.8.8.1.(5) in Appendix A.)

VC2014 2015-01-01 R1BC2012 2012-01-01 R1NC2010 2010-01-01 R1
6) Windows need not be protected in accordance with Sentence (5), whereDeleted.
a) the windows serve a dwelling unit that is not located above another suite,
b) Reserved.
c) openings greater than 100 by 380 mm are
i) located more than 900 mm above the finished floor on one side of the window, and
ii) construction below the opening does not facilitate climbing,
d) windows are designed such that
i) the only opening greater than 100 mm by 380 mm is a horizontal opening at the top of the window,
ii) the opening is at least 450 mm above the window sill, and
iii) the window sill is located more than 450 mm above the finished floor on one side of
the window, or
e) the window is located in a room or space with the finished floor described in Clause 9.8.8.1.(6)(d) located less than 1 800 mm above the floor or ground on the other side of the window.
(See A-9.8.8.1.(5) in Appendix A.)
6) Windows need not be protected in accordance with Sentence (5), where
a) the windows serve a dwelling unit that is not located above another suite,
b) Reserved.
c) openings greater than 100 by 380 mm are
i) located more than 900 mm above the finished floor on one side of the window, and
ii) construction below the opening does not facilitate climbing,
c) the only opening greater than 100 mm by 380 mm is a horizontal opening at the top of the window,
d) windows are designed such that
i) the only opening greater than 100 mm by 380 mm is a horizontal opening at the top of the window,
ii) the opening is at least 450 mm above the window sill, and
iii) the window sill is located more than 450 mm above the finished floor on one side of
the window, or
d) the window sill is located more than 450 mm above the finished floor on one side of the window, or
e) the window is located in a room or space with the finished floor described in Clause 9.8.8.1.(6)(d) located less than 1 800 mm above the floor or ground on the other side of the window.
(See A-9.8.8.1.(5) in Appendix A.)
6) 
Windows need not be protected in accordance with Sentence (5), where
a) the windows servewindow serves a dwelling unit that is not located above another suite,
b) Reserved.
c) openings greater than 100 by 380 mm are
i) located more than 900 mm above the finished floor on one side of the window, and
ii) construction below the opening does not facilitate climbing,
b) the window serves a house with a secondary suite,
d) windows are designed such that
i) the only opening greater than 100 mm by 380 mm is a horizontal opening at the top of the window,
ii) the opening is at least 450 mm above the window sill, and
iii) the window sill is located more than 450 mm above the finished floor on one side of
the window, or
c) the only opening greater than 100 mm by 380 mm is a horizontal opening at the top of the window,
d) the window sill is located more than 450 mm above the finished floor on one side of the window, or
e) the window is located in a room or space with the finished floor described in Clause 9.8.8.1.(6)(d) located less than 1 800 mm above the floor or ground on the other side of the window.
(See A-9.8.8.1.(5) in Appendix A.)
7) 
Except as provided in
Sentence (8),

glazing installed

over
stairs, ramps and landings that extends to less than 1 070 mm above the surface of the treads, ramp or landing shall be
a) protected by
guards, in accordance with this Subsection, or
b) non-openable and designed to withstand the specified lateral
loads for balcony
guards as provided in
Article 4.1.5.14. 8) 
In
dwelling units,

glazing installed

over
stairs, ramps and landings that extends to less than 900 mm above the surface of the treads, ramp or landing shall be
a) protected by
guards, in accordance with this Subsection, or
b) non-openable and designed to withstand the specified lateral
loads for balcony
guards as provided in
Article 4.1.5.14. 9) 

Glazing installed

in public areas that extends to less than 1 m from the floor and is located
above the second
storey in
buildings of
residential occupancy shall be
a) protected by
guards in accordance with this Subsection, or
b) non-openable and designed to withstand the specified lateral
loads for balcony
guards as provided in
Article 4.1.5.14. 10) 
Swimming pools greater than 450 mm deep shall be enclosed within a sturdy fence no less than 1.22 m in height, with no openings in it greater than 100 mm, and with no member, attachment, or opening located between 100 mm and 900 mm above ground level which could facilitate climbing, except that heavy gauge chain link fencing with a maximum opening size of 35 mm square may be considered
acceptable fencing for this purpose.
(See Appendix A.) 11) The fence described in
Sentence (10)a) shall enclose the pool and the principle
building on the premises, except that the fence may enclose the pool separately if the pool is entirely visible from the principle
building or through the fence, and
b) shall be continuous, except for points of access which shall be equipped with a self-closing
gate, secured by a spring lock located no less than 1 070 mm above grade, and only openable from the pool side of the fence.

9.8.8.2. Loads on Guards
(See Appendix A.)
Table 9.8.8.2. Specified Loads for Guards Forming part of Sentence 9.8.8.2.(1) |
Location
of Guard | Minimum
Design Loads |
Horizontal Load Applied Inward or Outward
at any Point at the Minimum Required Height of the Guard |
Horizontal Load Applied Inward or Outward
on Elements Within the Guard, Including Solid Panels and Pickets
|
Evenly Distributed Vertical Load Applied
at the Top of the Guard |
Guards within dwelling units and exterior guards serving not more than 2 dwelling units |
0.5 kN/m OR concentrated load of 1.0
kN applied at any point(1) |
0.5 kN applied over a maximum width of 300 mm and a height of 300 mm(2) |
1.5 kN/m |
Guards serving access walkways to equipment platforms, contiguous stairs and similar areas
|
Concentrated load of 1.0 kN applied at any
point
|
Concentrated load of 0.5 kN applied at any
point on individual elements
|
1.5 kN/m |
All other guards |
0.75 kN/m OR concentrated load of 1.0 kN applied at any point(1) |
Concentrated load of 0.5 kN applied at any
point on individual elements
|
1.5 kN/m |
2) 
Where the width and spacing of balusters in
guards within
dwelling units and in exterior
guards serving not more than 2
dwelling units is such that 3 balusters can be engaged by a load imposed over a 300 mm width, the load shall be imposed so as to engage 3 balusters.
3) 
None of the loads specified in
Table 9.8.8.2. need be considered to act simultaneously.
4) For
guards within
dwelling units and for exterior
guards serving not more than 2
dwelling units,
Table 9.8.8.2. need not apply where the
guard construction used has been demonstrated to provide effective performance.

NC2010 2010-01-01 R1
4) 
For
guards within
dwelling units and for exterior
guards serving not more
than 2
dwelling units, Table 9.8.8.2. need not apply where the
guard construction
construction used has been demonstrated to provide effective performance.
9.8.8.3. Height of Guards
(See Appendix A.)2) All
guards within
dwelling units shall be not less than 900 mm high.

NC2010 2010-01-01 R1
2) 
All
guards within
dwelling units
or within houses with a secondary suite including their common spaces shall be not less than 900 mm high.
3) Exterior
guards serving not more than one
dwelling unit shall be not less than 900 mm high where the walking surface served by the
guard is not more than 1 800 mm above the finished ground level.

NC2010 2010-01-01 R1
3) 
Exterior
guards serving not more than one
dwelling unit or a house with a secondary suite including their common spaces shall be not less than 900 mm
high where the walking surface served by the
guard is not
more than 1 800 mm above the finished ground level.
4)
Guards for flights of steps, except in required
exit stairs, shall be not less than 900 mm high.
5) 
The height of
guards for flights of steps shall be measured vertically from the top of the
guard to a line drawn through the leading edge of the treads served by the
guard.
9.8.8.4. Guards for Floors and Ramps in Garages
1) 
Except for floors of garages referred to in
Section 9.35., where garage floors or ramps are 600
mm or more above the adjacent ground or floor level, every
opening through a garage floor and the perimeter of floors and ramps
that have no exterior walls shall be provided with
a) a continuous curb not less than 150 mm in height,
and
b) a
guard not less than 1 070 mm above the floor level.
2) 

Vehicle guardrails shall be designed for a concentrated horizontal load of 22 kN applied outward at any point 500
mm above the floor surface. (See
A-4.1.5.14. and 4.1.5.15.(1) in Appendix A.)

9.8.8.5. Openings in Guards
1) 
Except as provided in
Sentence (2), openings through any
guard that is required by
Article 9.8.8.1. shall be of a size that will prevent the passage of a spherical object having a diameter of 100 mm unless it can be shown that the location and size of
openings that exceed this limit do not represent a hazard.
(See A-9.8.8.5.(1) and (2) in Appendix A.) 2) 
Openings through any
guard that is required by
Article 9.8.8.1. and that is installed in a
building of
industrial occupancy shall be of a size that will prevent the passage
of a spherical object having a diameter of 200 mm unless
it can be shown that the location and size of openings that exceed
this limit do not represent a hazard.
(See A-9.8.8.5.(1) and (2) in Appendix A.) 3) 
Unless it can be shown that the location and size of openings that do not comply with the following limits do not represent a hazard,
openings through any
guard that is not required by
Article 9.8.8.1. and that serves a
building of other than
industrial occupancy, shall be of a size that:
a) will prevent the passage of a spherical object having a diameter of 100 mm, or
b) will permit the passage of a spherical object having a diameter
of 200 mm.
(See Appendix A.) 9.8.8.6. Design
of Guards to Not Facilitate
Climbing
1)
Guards required by
Article 9.8.8.1., except those in
industrial occupancies and where it can be shown that the location and
size of openings do not present a hazard, shall be designed so that
no member, attachment or opening facilitates climbing.
2)
Guards shall be deemed to comply with
Sentence (1) where all elements protruding from the vertical and located within the area between 140 mm and 900 mm above the floor or walking surface protected
by the
guard 
conform to at least one of the following Clauses:

a) they are located more than 450 mm horizontally and vertically from each other,
b) they provide not more than 15 mm horizontal offset,
c) they do not provide a toe-space more than 45 mm horizontally and 20 mm vertically, or
d) they present more than a

2-in-1

slope on the offset.
(See Appendix A.) 9.8.8.7. Glass in Guards
9.8.8.8.
Glass Guards
1) All glass guards shall have a top rail capable of transferring the guard loads to
adjacent glass panels or, in the event of the failure of a glass panel, to the structural
component of the
building.

9.8.9. Construction
9.8.9.1. Loads on Stairs and Ramps
1) Except as specified in
Articles 9.8.9.4. and 9.8.9.5., stairs and ramps shall be designed for strength and rigidity under uniform loading criteria to support
specified loads of
a) 1.9 kPa for stairs and ramps serving not more than one
dwelling unit and
b) 4.8 kPa for other stairs and ramps.

NC2010 2010-01-01 R1
1) 
Except as specified in Articles 9.8.9.4. and 9.8.9.5., stairs and ramps shall be designed for strength and rigidity under uniform loading criteria to support
specified loads of
a) 1.9 kPa for stairs and ramps serving not more than one dwelling unit
or a house with a secondary suite including their common spaces, and
b) 4.8 kPa for other stairs and ramps.
9.8.9.2. Exterior Concrete Stairs
1) 
Exterior concrete stairs with more than 2 risers and 2 treads shall be
a) supported on unit masonry or concrete walls or piers not less
than 150 mm in cross section, or
9.8.9.3. Exterior Wood Steps
1) 
Exterior wood steps shall not be in direct contact with the ground unless suitably treated with a wood preservative.
9.8.9.4. Wooden Stair Stringers
1) Wooden stair stringers shall
a) have a minimum effective depth of 90 mm, measured perpendicularly
to the bottom of the stringer at the point of minimum cross-section, and an
overall depth of not less than 235 mm,
b) be supported and secured top and bottom,
c) be not less than 25 mm actual thickness if supported along their
length and 38 mm actual thickness if unsupported along their
length, and
d) except as permitted in
Sentence (2), be spaced not more than 900 mm o.c. in stairs serving not more than one
dwelling unit and 600 mm o.c. in other stairs.

NC2010 2010-01-01 R1
1) 
Wooden stair stringers shall
a) have a minimum effective depth of 90 mm, measured perpendicularly
to the bottom of the stringer at the point of minimum cross-section, and an
overall depth of not less than 235 mm,
b) be supported and secured top and bottom,
c) be not less than 25 mm actual thickness if supported along their
length and 38 mm actual thickness if unsupported along their
length, and
d) except as permitted in Sentence (2), be spaced not more than 900 mm o.c. in stairs serving not more
than one dwelling unit
or a house with a secondary suite including their common spaces, and 600 mm
o.c. in other stairs.
2) For stairs serving not more than one
dwelling unit where risers support the front portion of the tread, the space between stringers
shall be not more than 1 200 mm.

NC2010 2010-01-01 R1
2) 
For stairs serving not more than one
dwelling unitor a house with a secondary suite including their common spaces, where risers support the front portion of the tread, the space between stringers shall be not more than 1 200 mm.
9.8.9.5. Treads
1) 
Stair treads of lumber, plywood or O-2 grade OSB within
dwelling units shall be not less than 25 mm actual thickness, except that if open risers are used and the distance between stringers exceeds 750 mm, the
treads shall be not less than 38 mm actual thickness.
2) 
Stair treads of plywood or OSB that are not continuously supported by the riser shall have their face grain or direction of face orientation
at right angles to the stringers.
9.8.9.6. Finish for Treads and Landings
1) 
The finish for treads and landings of interior stairs in
dwelling units, other than stairs to unfinished
basements, shall consist of hardwood, vertical grain softwood, resilient flooring or other material providing equivalent
performance.
2) Treads and landings of interior and exterior stairs and ramps, other than those
within
dwelling units, shall have a slip-resistant finish or be provided with slip-resistant strips that extend not more than 1
mm above the surface.

NC2010 2010-01-01 R1
2) 
Treads and landings of interior and exterior stairs and ramps, other than those within
dwelling units or within houses with a secondary suite including their common spaces, shall have a slip-resistant
finish or be provided with slip-resistant strips that extend not more than 1
mm above the surface.
9.8.10. Cantilevered Precast Concrete Steps
9.8.10.1. Design
1) 
Exterior concrete steps and their anchorage system that are cantilevered from a
foundation wall shall be designed and installed to support the loads to which they may be
subjected.
9.8.10.2. Anchorage
1) 
Cantilevered concrete steps referred to in
Article 9.8.10.1. shall be anchored to concrete
foundation walls not less than 200 mm thick.
9.8.10.3. Prevention of Damage Due to Frost
1) 
Suitable precautions shall be taken during backfilling and grading operations to ensure that subsequent freezing of the
soil will not cause uplift forces on the underside of cantilevered concrete steps to the extent that the steps or the walls to which
they are attached will be damaged.