Division B
Acceptable Solutions
Part 3 — Fire Protection, Occupant Safety and Accessibility
Section 3.1. General
(See Appendix A.)3.1.1. Scope and Definitions
3.1.1.1. Scope
3.1.1.2. Defined Words
3.1.1.3.
Use of Term Storage Tank
1) For the purposes of this Part, the term “storage tank” shall
mean a vessel for
flammable liquids or
combustible liquids having a capacity of more than 230 L and designed to be installed in a fixed location.

3.1.1.4. Fire Protection Information
3.1.2. Classification of Buildings or Parts of Buildings by Major Occupancy
(See Appendix A.)3.1.2.1. Classification of Buildings
1) Except as permitted by
Articles 3.1.2.3. to 3.1.2.6., every
building or part thereof shall be classified according to its
major occupancy as belonging to one of the Groups or Divisions described in
Table 3.1.2.1. (See
Appendix A.)

NC2010 2010-01-01 R1
1) 
Except as permitted by Articles 3.1.2.3. to 3.1.2.6., every
building or part thereof shall be classified according to its
major occupancy as belonging to one of the Groups or Divisions described in Table 3.1.2.1. (See Appendix A.)
3.1.2.2. Occupancies of Same Classification
1) 
Any
building is deemed to be occupied by a single
major occupancy, notwithstanding its use for more than one
major occupancy, provided that all
occupancies are classified as belonging to the same Group classification or, where the Group
is divided into Divisions, as belonging to the same Division classification
described in
Table 3.1.2.1. 3.1.2.3. Arena-Type Buildings
1) 
An arena-type
building intended for occasional use for trade shows and similar exhibition purposes shall
be classified as a Group A, Division 3
occupancy.
(See Appendix A.) 3.1.2.4. Police Stations
3.1.2.5. Convalescent, Children's Custodial and Residential Care Homes
1) 
Convalescent homes and children’s custodial homes are permitted to be classified as
residential occupancies 
within the application of
Part 3
, provided that occupants are ambulatory and live as a single housekeeping unit in a
suite
with sleeping accommodation for not more than 10 persons.
2) A care facility accepted for residential use pursuant to provincial legislation is
permitted to be classified as a
residential occupancy, provided
a)

occupants live as a single housekeeping unit in a
dwelling unit
with sleeping accommodation for not more than 10 persons,

NC2010 2010-01-01 R1
3.1.2.5. Convalescent, Children's Custodial and Residential Care Homes
1) 
Convalescent homes and children’s custodial homes are permitted to be classified as
residential occupancies within
within the application of Part 3, provided that occupants are ambulatory and live as a single housekeeping unit in
a
suite with sleeping accommodation for not more than 10 persons.
2) A care facility accepted for residential use pursuant to provincial legislation is
permitted to be classified as a
residential occupancy, provided
a) occupants live as a single housekeeping unit in a dwelling unit with sleeping accommodation for not more than 10 persons,
b) interconnected smoke alarms are installed in each sleeping room in addition to the requirements of Article 3.2.4.20.,
c) emergency lighting is provided in conformance with Subsection 3.2.7., and
d) the building is sprinklered throughout.
3.1.2.6. Group A, Division 2, Low Occupant Load
1) A
suite of Group A, Division 2
Assembly occupancy
, except a child or infant daycare facility,

is permitted to be classified as a Group D,
business and personal services occupancy provided
a) the number of persons in the
suite does not exceed 30, and

BC2012 2012-01-01 R1
1) A
suite of Group A, Division 2
Assembly occupancy, except a child or infant daycare facility, is permitted to be classified as a Group D,
business and personal services occupancy provided
a) the number of persons in the suite does not exceed 30,
and
b) except as permitted by Sentence (2), the suite is
separated from the remainder of the building by a
fire separation having a fire-resistance rating of not less than 1 hr.
3) A permanent sign, with lettering not less than 50 mm high with a 12 mm stroke,
indicating the lesser of the
occupant load for the
suite or 30 persons, shall be posted in a conspicuous location near the
suite’s principal entrance.
3.1.2.7.
Storage of Combustible Fibres
3.1.2.8. Daycare Facilities for Children
(See Appendix A.)3.1.3. Multiple Occupancy Requirements
3.1.3.1. Separation of Major Occupancies
3.1.3.2. Prohibition of Occupancy Combinations
3.1.4. Combustible Construction
3.1.4.1. Combustible Materials Permitted
2) 
The
flame-spread rating on any exposed surface of foamed plastic insulation, and on any surface that
would be exposed by cutting through the insulation in any direction,
shall be not more than 500.
3.1.4.2. Protection of Foamed Plastics
1) 
Foamed plastics that form part of a wall or ceiling assembly in
combustible construction shall be protected from adjacent spaces in the
building, other than adjacent concealed spaces within
attic or roof spaces, crawl spaces, and wall assemblies,
b) provided the
building does not contain a Group B or Group C
major occupancy, by sheet metal
i) mechanically fastened to the supporting assembly independent of the insulation,
ii) not less than 0.38 mm thick, and
iii) with a melting point not below 650°C, or
3.1.4.3. Wires and Cables
1) 

Except as required by
Sentence (2),

optical fibre cables and electrical wires and cables

with
combustible insulation, jackets or sheathes that are

installed in a
building permitted to be of
combustible construction shall
a) not convey flame or continue to burn for more than 1 min when tested in
conformance with the Vertical Flame Test in Clause 4.11.1 of CSA C22.2 No. 0.3, “Test Methods for Electrical Wires and Cables,”

(FT1 rating),

or
b) be located in
ii) masonry walls,
iii) concrete slabs, or
(See Appendix A.)
2) 

Except as permitted in
Sentence (3), optical fibre cables and electrical wires and cables with
combustible insulation, jackets or sheathes that are used for the transmission of voice, sound or data and are installed in a
plenum in a
building permitted to be of
combustible construction shall exhibit a vertical char of not more than 1.5 m when tested in conformance with the Vertical Flame Test - Cables in Cable Trays in Clause 4.11.4 of CSA C22.2 No. 0.3, “Test Methods for Electrical Wires and Cables,” (FT4 rating).
3) 
Cables or wires within
plenum spaces that are used for the transmission of signals in fire alarm, security,
radio, and television broadcasting, closed circuit television or community
television systems need not comply with the requirements of
Sentence (2).

3.1.4.4.
Non-metallic Raceways
3.1.4.5. Fire-Retardant-Treated Wood
3.1.4.6. Heavy Timber Construction Alternative
3.1.4.7. Heavy Timber Construction
1) 
Wood elements in
heavy timber construction shall be arranged in heavy solid masses and with essentially smooth flat surfaces to avoid thin sections and sharp projections.
Table 3.1.4.7. Heavy Timber Dimensions Forming part of Sentence 3.1.4.7.(2) |
Supported
Assembly |
Structural
Element |
Solid Sawn (width x
depth), mm x mm |
Glued-Laminated
(width x depth), mm x mm |
Round (diam),
mm |
Roofs only |
Columns |
140 x
191
|
130 x
190
|
180 |
Arches supported on the tops of walls or
abutments |
89 x
140
|
80 x
152
|
— |
Beams, girders and trusses |
89 x
140
|
80 x
152
|
— |
Arches
supported at or near the floor line |
140 x 140 |
130 x 152 |
— |
Floors, floors plus roofs
|
Columns |
191 x
191
|
175 x
190
|
200 |
Beams, girders, trusses and
arches |
140 x
241 or
|
130 x
228 or
|
— |
191 x
191
|
175 x
190
|
3) 
Where splice plates are used at splices of roof arches supported on the tops of walls or abutments, roof trusses, roof beams and roof
girders in
heavy timber construction, they shall be not less than 64 mm thick.
4) 
Floors in
heavy timber construction shall be of glued-laminated or solid sawn plank not less than
a) 64 mm thick, splined or tongued and grooved, or
b) 38 mm wide and 89 mm deep set on edge and well spiked together.
5) 
Floors in
heavy timber construction shall be laid
a) so that no continuous line of end joints will occur except at points of support, and covered with
i) tongued and grooved flooring not less than 19 mm thick laid crosswise or diagonally, or
ii) tongued and grooved phenolic-bonded plywood, strandboard or
waferboard not less than 12.5 mm thick, and
b) not closer than 15 mm to the walls to provide for
expansion, with the gap covered at the top or bottom.
6) 
Roofs in
heavy timber construction shall be of tongued and grooved phenolic-bonded plywood not less than 28 mm thick, or glued-laminated or solid sawn plank
that is
a) not less than 38 mm thick, splined or tongued and
grooved, or
b) not less than 38 mm wide and 64 mm deep set on edge and laid so that no continuous line of end joints
will occur except at the points of support.
8) 
Superimposed wood columns in
heavy timber construction shall be connected by
a) reinforced concrete or metal caps with brackets,
b) steel or iron caps with pintles and base plates, or
c) timber splice plates fastened to the columns by metal connectors
housed within the contact faces.
9) 
Where beams and girders in
heavy timber construction enter masonry, wall plates, boxes of the self-releasing
type or hangers shall be used.
10) 
Wood girders and beams in
heavy timber construction shall be closely fitted to columns, and adjoining
ends shall be connected by ties or caps to transfer horizontal loads
across the joints.
11) 
In
heavy timber construction, intermediate wood beams used to support a floor shall be supported
on top of the girders or on metal hangers into which the ends of the
beams are closely fitted.
12) 
Roof arches supported on the top of walls or abutments, roof trusses, roof beams and roof girders in
heavy timber construction are permitted to be not less than 64 mm
wide provided
a) where two or more spaced members are used, the intervening spaces
are
i) blocked solidly throughout, or
ii) tightly closed by a continuous wood cover plate not less than 38 mm thick secured to the underside of the members, or
b) the underneath of the roof deck or sheathing is
sprinklered.
3.1.5. Noncombustible Construction
3.1.5.1. Noncombustible Materials
3) 
If a material referred to in
Sentence (2) consists of a number of discrete layers and testing reveals that the surface layer or layers protect the underlying layers such that
complete combustion of the underlying layers does not occur, the test
shall be repeated by removing the outer layers sequentially until
all layers have been exposed during testing, or until complete combustion
has occurred.
4) 
The acceptance criteria for a material tested in accordance with
Sentence (3) shall be based on the cumulative emissions from all layers, which must not exceed the criteria
stated in
Clauses (2)(a) and (b).
3.1.5.2. Minor Combustible Components
1) 
The following minor
combustible components are permitted in a
building required to be of
noncombustible construction:
b) mastics and caulking materials, including foamed plastic air sealants, applied to provide a seal between the major components of
exterior wall construction, (see also
Article 3.6.4.3. for limits on the use of
combustible materials in
plenum spaces),
d) tubing for pneumatic controls provided it has an outside diameter
of not more than 10 mm,
f) electrical outlet and junction boxes,
g) wood blocking within wall assemblies intended for the attachment
of handrails, fixtures, and similar items mounted on the surface of
the wall, and
h) similar minor components.
3.1.5.3. Combustible Roofing Materials
2)
Combustible roof sheathing and roof sheathing supports installed above a concrete deck are permitted on a
building required to be of
noncombustible construction provided
a) the concrete deck is not less than 50 mm thick,
b) the height of the roof space above the deck is not more than 1
m,
d) openings through the concrete deck other than for
noncombustible roof drains and plumbing piping are protected by
masonry or concrete shafts
ii) extending from the concrete deck to not less than 150 mm
above the adjacent roof sheathing,
e) the perimeter of the roof is protected by a
noncombustible parapet extending from the concrete deck to not less than 150 mm above the adjacent sheathing, and
f) except as permitted by
Clause (d), the roof space does not contain any
building services.
4) 
Wood nailer facings to parapets, not more than 600 mm high, are permitted on a
building required to be of
noncombustible construction, if the facings and any roof membranes covering the facings are protected by sheet metal.
3.1.5.4. Combustible Glazing and Skylights
1)
Combustible skylight assemblies are permitted in a
building required to be of
noncombustible construction if the assemblies have a
flame-spread rating not more than
a) 150 provided the assemblies
i) have an individual area not more than 9 m2,
ii) have an aggregate horizontal projected area of the openings through the
ceiling not more than 25% of the area of the ceiling of the room or space in
which they are located, and
iii) are spaced not less than 2.5 m from adjacent assemblies and
from required fire separations, or b) 75 provided the assemblies
i) have an individual area not more than 27
m2,
ii) have an aggregate horizontal projected area of the openings through the
ceiling not more than 33% of the area of the ceiling of the room or space in
which they are located, and
iii) are spaced not less than 1.2 m from adjacent assemblies and
from required fire separations. (See Appendix A.) 4) 
The
flame-spread rating of
combustible glazing is permitted to be not more than 150 if the aggregate area of glazing is not more than 25% of the wall area of the
storey in which it is located, and
5)
Combustible window sashes and frames are permitted in a
building required to be of
noncombustible construction provided
a) each window in an exterior wall face is an individual unit separated by
noncombustible wall construction from every other opening in the wall,
c) the aggregate area of openings in an exterior wall face of a
fire compartment is not more than 40% of the area of the wall face.
3.1.5.5. Combustible
Cladding Systems
for Exterior Walls
3) 
Flaming on or in the wall assembly shall not spread more than 5 m above the opening during or following the test procedure referenced in
Sentence (1).
(See Appendix A.) 4) 
The heat flux during the flame exposure on a wall assembly shall be not more than 35 kW/m
2 measured 3.5 m above the
opening during the test procedure referenced in
Sentence (1).
(See Appendix A.) 5) 
A wall assembly permitted by
Sentence (1) that includes
combustible cladding of
fire-retardant-treated wood shall be tested for fire exposure after the cladding has been subjected to an accelerated weathering test
as specified in ASTM D 2898, “Accelerated Weathering of Fire-Retardant-Treated Wood for Fire Testing.”

NC2010 2010-01-01 R1
3.1.5.5. Combustible Cladding Systems Components for Exterior Walls
1) 
Except as required in Sentence (2), an exterior non-
loadbearing wall assembly that includes
a combustible
cladding system components is permitted to be used in a
building required to be of
noncombustible
construction provided
a) the
building is
i) not more than 3 storeys in building height, or
ii) sprinklered throughout,
b) the interior surfaces of the wall assembly are protected by a thermal
barrier conforming to Sentence 3.1.5.12.(3), and
c) the wall assembly satisfies the criteria of Sentences (3) and (4) when subjected to
testing in conformance with CAN/ULC-S134, “Fire Test of Exterior Wall Assemblies.”
(See Appendix A.)
2) 
Except as permitted by Articles 3.2.3.10. and 3.2.3.11., where the
limiting distance in Tables 3.2.3.1.B to E permits an area of
unprotected openings of not more than 10% of the
exposing building
face, the construction requirements of Table 3.2.3.7.
shall be met.
3) 
Flaming on or in the wall assembly shall not spread more than 5 m above the opening during or following the test procedure referenced in Sentence (1).
(See
Appendix A.)
4) 
The heat flux during the flame exposure on a wall assembly shall be not more than 35 kW/m
2 measured 3.5 m above the
opening during the test procedure referenced in Sentence (1).
(See Appendix A.)
5) 
A wall assembly permitted by Sentence (1) that includes
combustible cladding of
fire-retardant-treated wood shall be tested for fire
exposure after the cladding has been subjected to an accelerated weathering test
as specified in ASTM D 2898, “Accelerated Weathering of Fire-Retardant-Treated Wood for Fire Testing.”
3.1.5.6. Nailing Elements
1) 
Wood nailing elements attached directly to or set into a continuous
noncombustible backing for the attachment of interior finishes are permitted in a
building required to be of
noncombustible construction provided the concealed space created by the wood elements is not more than 50 mm thick.
3.1.5.7. Combustible Millwork
1)
Combustible millwork, including interior trim, doors and door frames, show windows together with their
frames, aprons and backing, handrails, shelves, cabinets and counters,
is permitted in a
building required to be of
noncombustible construction.
3.1.5.8. Combustible Flooring Elements
3.1.5.9. Combustible Stairs in Dwelling Units
3.1.5.10. Combustible Interior Finishes
2)
Combustible interior wall finishes, other than foamed plastics, are permitted in a
building required to be of
noncombustible construction provided they
a) are not more than 25 mm thick, and
b) have a
flame-spread rating not more than 150 on any exposed surface, or any surface that would be
exposed by cutting through the material in any direction.
3.1.5.11. Gypsum Board
3.1.5.12. Combustible Insulation and its Protection
2) 
Foamed plastic insulation having a
flame-spread rating not more than 25 on any exposed surface, or any surface
that would be exposed by cutting through the material in any direction,
is permitted in a
building required to be of
noncombustible construction provided the insulation is protected from adjacent space in the
building, other than adjacent concealed spaces within wall assemblies, by a thermal barrier consisting of
a) not less than 12.7 mm thick gypsum board mechanically
fastened to a supporting assembly independent of the insulation,
b) lath and plaster, mechanically fastened to a supporting assembly
independent of the insulation,
c) masonry,
d) concrete, or
3)
Combustible insulation having a
flame-spread rating more than 25 but not more than 500 on an exposed surface, or any surface that would be exposed
by cutting through the material in any direction, is permitted in
the exterior walls of a
building required to be of
noncombustible construction, provided the insulation is protected from adjacent space in the
building, other than adjacent concealed spaces within wall assemblies, by a thermal barrier as described in
Sentence (2), except that in a
building that is not
sprinklered throughout and is more than 18 m high, measured between
grade and the floor level of the top
storey, the insulation shall be protected by a thermal barrier consisting of
a) gypsum board not less than 12.7 mm thick, mechanically
fastened to a supporting assembly independent of the insulation and
with all joints either backed or taped and filled,
b) lath and plaster, mechanically fastened to a supporting assembly
independent of the insulation,
c) masonry or concrete not less than 25 mm thick,
or
4)
Combustible insulation having a
flame-spread rating more than 25 but not more than 500 on any exposed surface, or any surface that would be
exposed by cutting through the material in any direction, is permitted
in the interior walls, within ceilings and within roof assemblies
of a
building required to be of
noncombustible construction, provided the insulation is protected from adjacent space in the
building, other than adjacent concealed spaces within wall assemblies, by a thermal barrier as described in
Sentence (2), except that in a
building that is not
sprinklered throughout and is more than 18 m high, measured between
grade and the floor level of the top
storey, the insulation shall be protected by a thermal barrier consisting of
a) Type X gypsum board not less than 15.9 mm thick,
mechanically fastened to a supporting assembly independent of the
insulation and with all joints either backed or taped and filled,
conforming to
i) ASTM C 1396/C 1396M, “Gypsum Board,” or
b) non-
loadbearing masonry or concrete not less than 50 mm thick,
c)
loadbearing masonry or concrete not less than 75 mm thick, or
6) 
Thermosetting foamed plastic insulation having a
flame-spread rating not more than 500 that forms part of a factory-assembled exterior wall panel that does not
incorporate an air space is permitted to be used in a
building required to be of
noncombustible construction provided
d) the
building is not more than 18 m high, measured between
grade and the floor level of the top
storey.
3.1.5.13. Combustible Elements in Partitions
3.1.5.14. Storage Lockers in Residential Buildings
3.1.5.15. Combustible Ducts
3.1.5.16. Combustible Piping Materials
3) 
Polypropylene pipes and fittings are permitted to be used for drain, waste and vent piping for the conveyance of highly corrosive
materials and for piping used to distribute distilled or dialyzed
water in laboratory and hospital facilities in a
building required to be of
noncombustible construction, provided
b) the piping is not located in a vertical shaft, and
c) piping that penetrates a
fire separation is sealed at the penetration by a
fire stop that has an FT rating not less than the
fire-resistance rating of the
fire separation when subjected to the fire test method in CAN/ULC-S115, “Fire Tests of Firestop Systems,”

with a pressure differential of 50 Pa between the exposed and unexposed sides, with the higher pressure on the exposed side.

3.1.5.17. Combustible Plumbing Fixtures
1)
Combustible plumbing fixtures, including wall and ceiling enclosures that form part of the plumbing fixture,
are permitted in a
building required to be of
noncombustible construction provided they are constructed of material having a
flame-spread rating and smoke developed classification not more than that
permitted for the wall surface of the room or space in which they
are installed.
3.1.5.18. Wires and Cables
1) 
Except as permitted by
Sentences (2) and (3) and
Article 3.1.5.19., optical fibre cables and electrical wires and cables with
combustible insulation, jackets or sheathes are permitted in a
building required to be of
noncombustible construction, provided
a) the wires and cables exhibit a vertical char of not more than 1.5 m when tested in conformance with the Vertical Flame Test – Cables in
Cabletrough in Clause 4.11.4 of CSA C22.2 No. 0.3, “Test Methods for Electrical Wires and Cables,”

(FT4 rating),

b) the wires and cables are located in
ii) masonry walls,
iii) concrete slabs,
c) the wires and cables are communication cables used at the service entry to a
building and are not more than 3 m long.
(See Appendix A.) 2) 
Except as permitted in
Sentences (3) and (4), optical fibre cables and electrical wires and cables with
combustible insulation, jackets or sheathes that are used for the transmission of voice, sound or data and
are not located in totally enclosed
noncombustible raceways are permitted to be installed in a
plenum in a
building required to be of
noncombustible construction, provided the wires and cables exhibit a horizontal flame distance of not more than 1.5 m, an average optical
smoke density of not more than 0.15, and a peak optical smoke density of not more
than 0.5 when tested in conformance with
CAN/ULC-S102.4, “Standard Method of Test for Fire and Smoke Characteristics of Electrical Wiring, Cables and Non-Metallic Raceways,” (FT6 rating).

NC2010 2010-01-01 R1
2) 
Except as permitted in Sentences (3) and (4), optical fibre cables and electrical wires and cables with
combustible insulation,
jackets or sheathes that are used for the transmission of voice, sound or data and
are not located in totally enclosed
noncombustible
raceways are permitted to be installed in a
plenum in a
building required to be of
noncombustible construction, provided the wires and cables exhibit a
horizontal flame distance of not more than 1.5 m, an average optical
smoke density of not more than 0.15, and a peak optical smoke density of not more
than 0.5 when tested in conformance with CAN/ULC-S102.4, “Standard Method of Test for Fire and Smoke Characteristics of Electrical
Wiring, Cables and Non-Metallic Raceways,” (FT6 rating).
3) 
Except as permitted in
Sentence (4), where totally enclosed
noncombustible raceways are used in a
plenum, exposed components of wiring systems with
combustible insulation, jackets or sheathes, including optical fibre cables and electrical wires and cables that are used for the transmission
of voice, sound or data, that are installed in a
plenum or that extend from the
plenum not more than 9 m in length including drop down to the floor level, are permitted provided they exhibit a vertical char of not more than
1.5 m when tested in conformance with the Vertical Flame Test – Cables
in Cabletrough in Clause 4.11.4 of CSA C22.2 No. 0.3, “Test Methods for Electrical Wires and Cables,” (FT4 rating).
4) 
Cables or wires within
plenum spaces that are used for the transmission of signals in fire alarm, security,
radio, and television broadcasting, closed circuit television or community
television systems need not comply with the requirements of
Sentences (2) and (3).

3.1.5.19. Combustible Travelling Cables for Elevators
3.1.5.20. Non-metallic Raceways
1) 

Except as required in
Sentence (2),

subject to the limits on the size of elements that penetrate
fire separations as stated in
Sentence 3.1.9.3.(2), within a
fire compartment of a
building required to be of
noncombustible construction, totally enclosed non-metallic raceways not more
than 175 mm in outside diameter, or of an equivalent
rectangular area, are permitted to be used to enclose optical fibre
cables and electrical wires and cables, provided
a)

where the wires and cables in the raceways meet or exceed the requirements of
Clause 3.1.5.18.(1)(a), the non-metallic raceways meet the requirements for at least an FT4 rating in
2) 
Totally enclosed non-metallic raceways used in a
plenum in a
building required to be of
noncombustible construction shall exhibit a horizontal flame distance of not more than 1.5 m, an average optical smoke density of not more than
0.15, and a peak optical smoke density of not more than 0.5 when tested in
conformance with

CAN/ULC-S102.4, “Standard Method of Test for Fire and Smoke Characteristics of Electrical Wiring, Cables and Non-Metallic Raceways,”

(FT6 rating).


NC2010 2010-01-01 R1
2) 
Totally enclosed non-metallic raceways used in a
plenum in a
building required to be of
noncombustible construction shall exhibit a horizontal flame distance of
not more than 1.5 m, an average optical smoke density of not more than
0.15, and a peak optical smoke density of not more than 0.5 when tested in
conformance with CAN/ULC-S102.4, “Standard Method of Test for Fire and Smoke Characteristics of Electrical
Wiring, Cables and Non-Metallic Raceways,” (FT6 rating).
3.1.5.21. Decorative Wood Cladding
1) On
buildings required to be of
noncombustible construction, decorative wood cladding is permitted to be used on the exterior marquee fascias of a
storey having direct access to a
street or access route, provided the cladding is
fire-retardant-treated wood that has been conditioned in conformance with
ASTM D 2898, “Accelerated Weathering of Fire-Retardant-Treated Wood for Fire Testing,” before being tested in accordance with
CAN/ULC-S102, “Standard Method of Test for Surface Burning Characteristics of Building Materials and Assemblies.”

NC2010 2010-01-01 R1
1) 
On
buildings required to be of
noncombustible construction, decorative wood cladding is permitted to be used on the exterior marquee fascias of a
storey having direct access to a
street or access route, provided the cladding is
fire-retardant-treated wood that has been conditioned in conformance with ASTM D 2898, “Accelerated Weathering of Fire-Retardant-Treated Wood for Fire Testing,” before being tested in accordance with CAN/ULC-S102, “Standard Method of Test for Surface Burning Characteristics of Building
Materials and Assemblies.”
3.1.6. Tents and Air-Supported Structures
(See Appendix A.)3.1.6.1. Means of Egress
3.1.6.2. Restrictions
3.1.6.3. Clearance to Other Structures
2) 
Tents and
air-supported structuresa) shall not be erected closer than 3 m to other structures on the same property except as permitted by
Sentences (3) and (4), and
b) shall be sufficiently distant from one another to provide an
area to be used as a means of emergency egress.
3) 
Tents and
air-supported structures not occupied by the public
a) need not be separated from one another, and
b) are permitted to be erected less than 3 m from other structures on the same property provided this spacing does not
create a hazard to the public.
4) 
Tents not more than 120 m
2 in ground area, located on fair grounds or similar open spaces, need not be
separated from one another provided this does not create a hazard
to the public.
3.1.6.4. Clearance to Flammable Material
1) 
The ground enclosed by a tent or
air-supported structure and not less than 3 m of ground outside
the structure shall be cleared of all flammable material or vegetation
that will spread fire.
3.1.6.5. Flame Resistance
3.1.6.6. Emergency Air Supply
1) 
An
air-supported structure used as a place of assembly for more than 200 persons shall have either
a) an automatic emergency engine-generator set capable of powering
one blower continuously for 4 h, or
b) a supplementary blower powered by an automatic internal combustion
engine.
3.1.6.7.
Electrical Systems
1) 
The electrical system and equipment in a tent or
air-supported structure, including electrical fuses and switches, shall be inaccessible to the public.
2) 
Cables on the ground in areas used by the public in a tent or
air-supported structure shall be placed in trenches or protected by covers to prevent damage from traffic.

3.1.7. Fire-Resistance Ratings
3.1.7.1. Determination of Ratings
3.1.7.2. Exception for Exterior Walls
1) 
The limit on the rise of temperature on the unexposed surface of an assembly as required by the tests referred to in
Sentence 3.1.7.1.(1) shall not apply to an exterior wall that has a
limiting distance of 1.2 m or more, provided correction is made for radiation from the unexposed surface in accordance with
Sentence 3.2.3.1.(9).
3.1.7.3. Exposure Conditions for Rating
1) 
Floor, roof and ceiling assemblies shall be rated for exposure to fire on the underside.
3) 
Exterior walls shall be rated for exposure to fire from inside the
building.
3.1.7.4. Minimum Fire-Resistance Rating
3.1.7.5. Rating of Supporting Construction
3.1.8. Fire Separations and Closures
3.1.8.1. General Requirements
3.1.8.2. Combustible Construction Support
3.1.8.3. Continuity of Fire Separations
2) 
The
fire separation required by
Sentence (1) shall terminate so that smoke-tight joints are provided where it abuts on or intersects
a) a floor,
b) a roof slab, or
c) a roof deck.
3) 
Except as required by
Subsection 3.6.3. for a
shaft penetrating a roof assembly, a shaft, including an
exit enclosure, that penetrates a
fire separation, shall
b) terminate so that smoke-tight joints are provided where the
shaft abuts on or intersects
i) a floor,
ii) a roof slab, or
iii) a roof deck.
3.1.8.4. Determination of Ratings
1) Except as permitted by
Sentences (2) and 3.1.8.14.(1), the
fire-protection rating of a
closure shall be determined based on the results of tests conducted in conformance with the appropriate provisions in
(See Articles 3.1.8.15. to 3.1.8.17. for additional requirements for closures.)
NC2010 2010-01-01 R1
1) 
Except as permitted by Sentences (2) and 3.1.8.14.(1), the
fire-protection rating of a
closure shall be determined based on the results of tests conducted in conformance with the appropriate provisions in
a) CAN4-S104-M, “Fire Tests of Door Assemblies,”
b) CAN4-S106-M, “Fire Tests of Window and Glass Block Assemblies,” or
c) CAN/ULC-S112, “Fire Test of Fire-Damper Assemblies.”
(See Articles 3.1.8.15. to 3.1.8.17. for additional requirements for closures.)
3.1.8.5. Installation of Closures
2) 
Except as otherwise specified in this Part, every door, window assembly or glass block used as a
closure in a required
fire separation shall be installed in conformance with NFPA 80, “Fire Doors and Other Opening Protectives.”
(See A-3.1.8.1.(2) in Appendix A.) 3) 
If a door is installed such that it could damage the integrity of a
fire separation if its swing is unrestricted, door stops shall be installed to prevent the damage.
4) 

Protective guarding devices shall be
a) provided where necessary to prevent damage to the mechanical components of doors in
fire separations, and
b) installed so as not to interfere with the proper operation of
the doors.

3.1.8.6. Maximum Openings
3.1.8.7. Fire Dampers
3.1.8.8. Fire Dampers Waived
1)
Fire dampers need not be provided in
noncombustible branch ducts that have a melting point above 760°C and that penetrate a
required
fire separation provided the ducts
a) serve only air-conditioning units or combined air-conditioning
and heating units discharging air not more than 1.2 m above the floor and have a cross-sectional area not more than 0.013 m2, or
b) are connected to
exhaust duct risers that are under negative pressure and in which the airflow is upward
as required by
Article 3.6.3.4. and the branch ducts are carried up inside the riser not less than 500 mm.
3.1.8.9. Installation of Fire Dampers
2) 
A heat-actuated device referred to in
Sentence (1) shall
a) be located where it is readily affected by an abnormal rise in temperature in the duct, and
b) have a temperature rating approximately 30°C above
the maximum temperature that would exist in the system, whether it
is in operation or shut down.
3) 
A
fire damper shall be installed in the plane of the
fire separation so as to stay in place should the duct become dislodged during a fire.
4) 
A
fire damper tested in the vertical or horizontal position shall be installed in the position in which
it was tested.
5) 
A tightly fitted access door shall be installed for each
fire damper to provide access for the inspection of the damper and the resetting of the release device.
(See Appendix A.) 3.1.8.10. Twenty-Minute Closures
3) 
A door described in
Sentence (1) shall have clearances of not more than 6 mm at the bottom and
not more than 3 mm at the sides and top.
3.1.8.11. Self-closing Devices
1) 
Except as permitted by
Sentence (2), every door in a
fire separation, other than doors to freight elevators and dumbwaiters, shall be equipped
with a self-closing device designed to return the door to the closed
position after each use.
2) 
A self-closing device need not be provided on a door that is located between
c) a patients’ sleeping room and a corridor serving the patients’ sleeping room, provided
the room and corridor are within a
fire compartment in a hospital or nursing home with
treatment that complies with the requirements of
Article 3.3.3.5., or
d) a patients’ sleeping room and an adjacent room that serves the patients’ sleeping
room, provided these rooms are within a
fire compartment in a hospital or nursing home with
treatment that complies with the requirements of
Article 3.3.3.5. 3.1.8.12. Hold-Open Devices
2) 
Except as required by
Sentence (3), a hold-open device permitted by
Sentence (1) shall be designed to release by a signal from
a) an automatic sprinkler system,
b) a heat-actuated device, or
4) 
A hold-open device permitted by
Sentence (1) shall be designed to release upon a signal from the
building fire alarm system if a fire alarm system is provided, except that this requirement does not apply to
a) a hold-open device on a door located between a corridor used
by the public and an adjacent sleeping room in a
treatment occupancy
, or
b) a hold-open device that is designed to release by a heat-actuated
device in conformance with
Sentence (2).
3.1.8.13. Door Latches
1) 
Except as permitted by
Article 3.3.3.5., a swing-type door in a
fire separation shall be equipped with a positive latching mechanism designed to hold the door in the
closed position after each use.
3.1.8.14. Wired Glass and Glass Block
3) 
Glass blocks permitted by
Sentence (1) shall be installed in accordance with
Subsection 4.3.2. and reinforced with steel reinforcement in each horizontal joint.
3.1.8.15. Temperature Rise Limit for Doors
Table 3.1.8.15. Restrictions on Temperature Rise and Glazing for Closures Forming part of Articles 3.1.8.15. and 3.1.8.16. |
Location |
Minimum Required Fire-Protection Rating of Door |
Maximum Temperature Rise on Opaque Portion of
Unexposed Side of Door, °C |
Maximum Area of Wired Glass in Door, m2 |
Maximum Aggregate Area of Glass Block
and Wired Glass Panels not in a Door, m2 |
Between a dead-end
corridor and an adjacent occupancy where the corridor provides the only access to exit and is required to have a fire-resistance rating
|
Less than 45 min |
No limit |
No limit |
No limit |
45 min |
250 after 30 min |
0.0645 |
0.0645 |
Between an exit enclosure and the adjacent floor area in a building not more than 3 storeys in building height |
All ratings |
No limit |
0.8 |
0.8 |
Between
an exit enclosure and the adjacent floor area (except as permitted above)
|
45 min |
250 after 30 min |
0.0645 |
0.0645 |
1.5 h |
250 after 1 h |
0.0645 |
0.0645 |
2 h |
250 after 1 h |
0.0645 |
0.0645 |
In a firewall |
1.5 h |
250 after 30 min |
0.0645 |
0 |
3 h |
250 after 1 h |
0 |
0 |
3.1.8.16. Area Limits for Wired Glass and Glass Block
2) 
Except as permitted by
Article 3.1.8.17., the maximum area of glass block and wired glass panels not in a door, used in
the locations shown in
Table 3.1.8.15., shall conform to the Table.
3.1.8.17. Temperature Rise and Area Limits Waived
3.1.9.
Penetrations
in Fire Separations and Fire-Rated Assemblies
(See Appendix A.)3.1.9.1. Fire Stops
1) Except as required by
Sentences (2)
and (3), and permitted by
Sentences (4) and (5), penetrations of

a
fire separation or a membrane forming part of an assembly required to have a
fire-resistance rating shall be
c)

tightly fitted (see Appendix A).

(See also Article 3.1.9.4. for requirements regarding penetrations by combustible drain, waste and vent piping.)
NC2010 2010-01-01 R1
1) 
Except as required by Sentences (2)
and (3), and permitted by Sentences (4) and (5), penetrations
of a
fire separation or a membrane forming
part of an assembly required to have a
fire-resistance
rating shall be
a) sealed by a fire stop that, when subjected to the
fire test method in CAN/ULC-S115, “Fire Tests of Firestop Systems,” has an F rating not
less than the fire-protection rating required for
closures in the fire
separation in conformance with Table 3.1.8.4.,
b) cast in place (see Appendix A), or.
c) tightly fitted (see Appendix A).
(See also Article 3.1.9.4. for requirements regarding
penetrations by combustible drain, waste and vent
piping.)
4) 
Sprinklers are permitted to penetrate a
fire separation or a membrane forming part of an assembly required to have a
fire-resistance rating without having to meet the
fire stop requirements of
Sentences (1) to (3), provided the annular space created by the penetration of a fire sprinkler is covered by
a metal escutcheon plate in accordance with NFPA 13, “Installation of Sprinkler Systems.”
3.1.9.2. Combustibility of Service Penetrations
3.1.9.3. Penetration by Wires, Cables and Outlet Boxes
1) 
Optical fibre cables and electrical wires and cables in totally enclosed
noncombustible raceways are permitted to penetrate an assembly required to have a
fire-resistance rating without being incorporated in the assembly at the time of testing as required by
Article 3.1.9.2. 2) 
Except as permitted by
Sentence (3), totally enclosed non-metallic raceways conforming to
Article 3.1.5.20., optical fibre cables, and electrical wires and cables, single or grouped, with
combustible insulation, jackets or sheathes that conform to the requirements of
Clause 3.1.5.18.(1)(a) and that are not installed in totally enclosed
noncombustible raceways are permitted to penetrate an assembly required to have a
fire-resistance rating without being incorporated in the assembly at the time of testing as required by
Article 3.1.9.2., provided the overall diameter of the single or grouped wires or cables, or the raceways is not more than 25
mm.
3) 
Single conductor metal sheathed cables with
combustible jacketting that are more than 25 mm in overall diameter are permitted to penetrate a
fire separation required to have a
fire-resistance rating without being incorporated in the assembly at the time of testing as required by
Article 3.1.9.2., provided the cables are not grouped

and are spaced a minimum of 300 mm apart

.
4)
Combustible totally enclosed raceways that are embedded in a concrete floor slab are permitted in an assembly
required to have a
fire-resistance rating without being incorporated in the assembly at the time of testing as required by
Article 3.1.9.2., provided the concrete cover between the raceway and the bottom of the slab is not less than 50 mm.
5)
Combustible outlet boxes are permitted in an assembly required to have a
fire-resistance rating without being incorporated in the assembly at the time
of testing as required by
Article 3.1.9.2., provided the opening through the membrane into the box is not more than 0.016
m
2.
6) 
Outlet boxes that penetrate opposite sides of a wall assembly shall be offset where necessary to maintain the integrity of the
fire separation.
3.1.9.4. Combustible Piping Penetrations
3) 
Except as permitted by
Sentences (4) to (5),
combustible piping shall not be used in a drain, waste and vent piping system if any part of
that system penetrates
4)
Combustible drain, waste and vent piping is permitted to penetrate a
fire separation required to have a
fire-resistance rating or a membrane that forms part of an assembly required to have a
fire-resistance rating, provided
a) the piping is sealed at the penetration by a
fire stop
that has an F rating not less than the
fire-resistance rating required for the
fire separation when subjected to the fire test method in CAN/ULC-S115, “Fire Tests of Firestop Systems,” with a pressure differential of 50 Pa between the exposed and unexposed sides, with the higher pressure
on the exposed side, and
3.1.9.5. Openings for Ducts through a Membrane Ceiling
1) 
A membrane ceiling forming part of an assembly assigned a
fire-resistance rating on the basis of
Appendix D 
or
Sentence 3.1.7.1.(4)
is permitted to be penetrated by openings leading into ducts within the ceiling space, provided
a) the ducts are sheet steel, and
b) the number of openings and their protection conform to the requirements of
Appendix D.

NC2010 2010-01-01 R1
3.1.9.5. Openings for Ducts through a Membrane Ceiling
1) 
A membrane ceiling forming part of an assembly assigned a
fire-resistance rating on the basis of Appendix D
orSentence 3.1.7.1.(4)is permitted to be penetrated by openings leading into ducts within the ceiling space, provided
a) the ducts are sheet steel, and
b) the number of openings and their protection conform to the requirements of
Appendix D.
3.1.9.6. Plenums
3.1.10. Firewalls
3.1.10.1. Prevention of Firewall Collapse
1) 
Except as permitted by
Sentence (2), the connections and supports for structural framing members that are connected to or supported on a
firewall and have a
fire-resistance rating less than that required for the
firewall, shall be designed so that the failure of the framing systems during a fire
will not affect the integrity of the
firewall during the fire.
2)
Sentence (1) does not apply to a
firewall consisting of two separate wall assemblies each tied to its respective
building frame but not to each other, provided each wall assembly is
b) designed so that the collapse of one wall assembly will not
cause collapse of the other.
4) 
Piping, ducts and totally enclosed
noncombustible raceways shall be installed so that their collapse will not cause collapse of the
firewall.
3.1.10.2. Rating of Firewalls
3.1.10.3. Continuity of Firewalls
2) 
A
firewall is permitted to terminate on the underside of a reinforced concrete roof slab, provided
b) there are no concealed spaces within the roof slab in that portion
immediately above the
firewall.
3.1.10.4. Parapets
2) 
A
firewall that separates 2
buildings with roofs at different elevations need not extend above the upper roof surface to form a parapet, provided
the difference in elevation between the roofs is more than 3
m.
3.1.10.5. Maximum Openings
1) 
Openings in a
firewall shall conform to the size limits described in
Article 3.1.8.6. and the aggregate width of openings shall be not more than 25% of the entire length of the
firewall.
3.1.10.6. Exposure Protection for Adjacent Walls
3.1.10.7. Combustible Projections
3.1.11. Fire
Blocks
in Concealed Spaces
3.1.11.1. Separation of Concealed Spaces
3.1.11.2. Fire Blocks in Wall Assemblies
1) 
Except as permitted by
Sentence (2),
fire blocks
conforming to
Article 3.1.11.7. shall be provided to block off concealed spaces within a wall assembly
a) at every floor level,
b) at every ceiling level where the ceiling forms part of an assembly required to
have a
fire-resistance rating, and
c) so that the maximum horizontal dimension is not more than 20 m
and the maximum vertical dimension is not more than 3 m.
2) 
Fire blocks
conforming to
Sentence (1) are not required, provided
a) the wall space is filled with insulation,
b) the exposed construction materials and any insulation within the wall space
are
noncombustible,
c) the exposed materials

within the space, including insulation but not including wiring, piping or similar services,

have a
flame-spread rating not more than 25 on any exposed surface, or on any surface that would be exposed by
cutting through the material in any direction, and
fire blocks
are installed so that the vertical distance between them is not more than 10
m, or
d) the insulated wall assembly contains not more than one concealed air space,
and the horizontal thickness of that air space is not more than 25
mm.
3.1.11.3. Fire
Blocks
between Nailing and Supporting Elements
3.1.11.4. Fire
Blocks
between Vertical and Horizontal Spaces
1) 
Fire blocks
conforming to
Article 3.1.11.7. shall be provided
a) at all interconnections between concealed vertical and horizontal spaces in interior coved ceilings, drop ceilings and soffits in which the exposed
construction materials within the space have a
flame-spread rating more than 25, and
b) at the end of each run and at each floor level in concealed spaces between
stair stringers in which the exposed construction materials within the space
have a
flame-spread rating more than 25.
3.1.11.5. Fire
Blocks
in Horizontal Concealed Spaces
1) 
Except for crawl spaces conforming to
Sentence 3.1.11.6.(1), horizontal concealed spaces within a floor assembly or roof assembly of
combustible construction, in which sprinklers are not installed, shall be separated by construction conforming to
Article 3.1.11.7. into compartments not more than
a) 600 m
2 in area with no dimension more than 60 m if the exposed construction materials within the space
have a
flame-spread rating not more than 25, and
b) 300 m
2 in area with no dimension more than
20 m if the exposed construction materials within the space
have a
flame-spread rating more than 25.
(See Appendix A.) 2) 
A concealed space in an exterior cornice, a mansard-style roof, a balcony or a canopy in which exposed construction materials within the space have a
flame-spread rating more than 25, shall be separated by construction conforming to
Article 3.1.11.7.a) at locations where the concealed space extends across the ends of required vertical
fire separations, and
b) so that the maximum dimension in the concealed space is not more than 20
m.
3.1.11.6. Fire
Blocks
in Crawl Spaces
1) 
A crawl space that is not considered as a
basement by
Article 3.2.2.9. and in which sprinklers are not installed, shall be separated by construction conforming to
Article 3.1.11.7. into compartments not more than 600 m
2 in area with no
dimension more than 30 m.
3.1.11.7. Fire
Block
Materials
2) 
Gypsum board not less than 12.7 mm thick and sheet steel not less than 0.38 mm thick need not be tested
in conformance with
Sentence (1), provided all joints have continuous support.
4) 
In a
building permitted to be of
combustible construction, in a
combustible roof system permitted by
Sentence 3.1.5.3.(2), and in a raised platform permitted by
Sentence 3.1.5.8.(2), materials used to separate concealed spaces into compartments are permitted to be
a) solid lumber not less than 38 mm thick,
b) phenolic bonded plywood, waferboard, or strandboard not less
than 12.5 mm thick with joints supported, or
c) two thicknesses of lumber, each not less than 19 mm thick with joints staggered, where the width or height of the concealed
space requires more than one piece of lumber not less than 38
mm thick to block off the space.
5) 
Openings through materials referred to in
Sentences (1) to (4) shall be protected to maintain the integrity of the construction.
7) 
In
buildings permitted to be of
combustible construction, semi-rigid fibre insulation board produced from glass, rock or slag is permitted to
be used to block the vertical space in a double stud wall assembly
formed at the intersection of the floor assembly and the walls, provided
the width of the vertical space does not exceed 25 mm and the insulation board
a) has a density not less than 45 kg/m3,
b) is securely fastened to one set of studs,
c) extends from below the bottom of the top plates in the lower
storey to above the top of the bottom plate in the upper
storey, and
d) completely fills the portion of the vertical space between the
headers and between the wall plates.
(See Appendix A.) 3.1.12. Flame-Spread Rating and Smoke Developed Classification
3.1.12.1. Determination of Ratings
1) Except as required by
Sentence (2) and as permitted by
Sentence (3), the
flame-spread rating and smoke developed classification of a material, assembly, or structural member shall be determined on the basis of not less than three tests conducted in conformance
with
CAN/ULC-S102, “Standard Method of Test for Surface Burning Characteristics of Building Materials and Assemblies.”

NC2010 2010-01-01 R1
1) 
Except as required by Sentence (2) and as permitted by Sentence (3), the
flame-spread rating and smoke developed classification of a material, assembly, or structural member shall be determined on the basis of not less than three tests conducted in conformance
with CAN/ULC-S102, “Standard Method of Test for Surface Burning Characteristics of Building
Materials and Assemblies.”
3) 
A material, assembly, or structural member is permitted to be assigned a
flame-spread rating and smoke developed classification on the basis of
Appendix D.
3.1.13. Interior Finish
3.1.13.1. Interior Finishes, Furnishings and Decorative Materials
1) Except as otherwise provided by this Subsection, interior finishes, furnishings
and decorative materials shall conform to Section 2.3. of Division B of the British
Columbia Fire Code.

NC2010 2010-01-01 R1
1) 
Except as otherwise provided by this Subsection, interior finishes, furnishings and decorative materials shall conform to Section 2.3. of Division B of the
British
Columbia Fire Code NFC.
2) 
Interior finish material shall include any material that forms part of the interior surface of a floor, wall,
partition or ceiling, including
a) interior cladding of plaster, wood or tile,
b) surfacing of fabric, paint, plastic, veneer or wallpaper,
c) doors, windows and trim,
d) lighting elements such as light diffusers and lenses forming part of the finished surface of the ceiling, and
e) carpet material that overlies a floor that is not intended as
the finished floor.
3.1.13.2. Flame-Spread Rating
1) 
Except as otherwise required or permitted by this Subsection, the
flame-spread rating of interior wall and ceiling finishes, including glazing and skylights, shall
be not more than 150 and shall conform to
Table 3.1.13.2.
5) 
Except in the case of Group A, Division 1
occupancies,
combustible doors, skylights, glazing and light diffusers and lenses shall not be considered
in the calculation of wall and ceiling areas described in
Sentence (4).
3.1.13.3. Bathrooms in Residential Suites
3.1.13.4. Light Diffusers and Lenses
1) 
The
flame-spread rating of
combustible light diffusers and lenses in all
occupancies other than Group A, Division 1 is permitted to be more than the
flame-spread rating limits required elsewhere in this Subsection, provided the light diffusers and lenses
c) are not prevented from falling from the ceiling by construction located beneath the elements, and
d) are not used in a corridor that is required to be separated from the remainder
of the
building by a
fire separation or in an
exit shaft unless individual diffusers or lenses are not more than 1
m
2 in area and are not less than 1.2 m
apart.
3.1.13.5. Skylights
1) 
Individual
combustible skylights in a corridor that is required to be separated from the remainder
of the
building by a
fire separation shall be not more than 1 m
2 in area and not less than 1.2 m apart.
3.1.13.6. Corridors
3.1.13.7. High Buildings
3) 
Trim and millwork in an
exit stairway, a vestibule to an
exit stairway, a lobby described in
Sentence 3.4.4.2.(2), or a corridor not within a
suite need not conform to the
flame-spread rating and smoke developed classification requirements of
Sentence (1) provided they have
b) a smoke developed classification not more than 300, and
c) an aggregate area not more than 10% of the area of the wall or ceiling on
which they occur.
4) 
A door serving an
exit stairway, a vestibule to an
exit stairway, a lobby described in
Sentence 3.4.4.2.(2), or a corridor not within a
suite need not conform to the
flame-spread rating and smoke developed classification requirements of
Sentence (1) provided
b) it has a smoke developed classification not more than 300, and
c) the aggregate area of all doors is not more than 10% of the area of the wall
in which they are located.
3.1.13.8. Noncombustible Construction
3.1.13.9. Underground Walkways
1) 
Except for paint, the interior wall and ceiling finishes of an underground
walkway shall be of
noncombustible materials.
3.1.13.10. Exterior Exit Passageway
1) 
The wall and ceiling finishes of an exterior
exit passageway that provides the only
means of egress from the rooms or
suites it serves, including the soffit beneath and the
guard on the passageway, shall have a
flame-spread rating not more than 25, except that a
flame-spread rating not more than 150 is permitted for up to 10% of the total wall area and for up to 10% of the total ceiling
area.
3.1.13.11.
Elevator Cars
1) 
The wall and ceiling surfaces of elevator cars shall have a
flame-spread rating not more than 75.
2) 
The wall, ceiling and floor surfaces of elevator cars shall have a smoke developed classification not more than 450.

3.1.14. Roof Assemblies
3.1.14.1. Fire-Retardant-Treated Wood Roof Systems
2) 
Supports for the roof deck assembly referred to in
Sentence (1) shall consist of
d) a combination thereof.
3.1.14.2. Metal Roof Deck Assemblies
2) 
The requirements of
Sentence (1) are waived provided
a) the
combustible material above the roof deck is protected by not less than 12.7 mm thick
gypsum board, mechanically fastened to a supporting assembly if located
beneath the roof deck, or by a thermal barrier conforming to one of
Clauses 3.1.5.12.(2)(c) to (e) that is located
ii) beneath the roof deck,
3.1.15. Roof Covering
3.1.15.1. Roof Covering Classification
1) 
A roof covering classification shall be determined in conformance with CAN/ULC-S107, “Fire Tests of Roof Coverings.”
3.1.15.2. Roof Coverings
1) 
Except as permitted by
Sentence (2), every roof covering shall have a Class A, B or C classification as determined in accordance with
Article 3.1.15.1. 2) 
A roof covering is not required to have a Class A, B or C classification for
a) a tent,
3.1.16. Fabrics
3.1.16.1. Fabric Canopies and Marquees
3.1.17. Occupant Load
3.1.17.1. Occupant Load Determination
Table 3.1.17.1. Occupant Load Forming part of Article 3.1.17.1. |
Type of Use of
Floor Area or Part Thereof
|
Area per person,
m2 |
Assembly uses |
|
space with
fixed seats |
(1) |
space with
non-fixed seats |
0.75 |
stages for theatrical performances |
0.75 |
space with
non-fixed seats and tables |
0.95 |
standing
space |
0.40 |
stadia and
grandstands |
0.60 |
bowling
alleys, pool and billiard rooms |
9.30 |
classrooms |
1.85 |
school shops
and vocational rooms |
9.30 |
reading or
writing rooms or lounges |
1.85 |
dining,
beverage and cafeteria space |
1.20 |
laboratories
in schools |
4.60 |
Care, treatment or detention uses |
|
suites |
(2) |
care, treatment and sleeping room areas |
10.00 |
detention
quarters |
11.60 |
Residential uses |
|
dwelling units |
(2) |
dormitories |
4.60 |
Business and personal
services uses
|
|
personal
services shops |
4.60 |
offices |
9.30 |
Mercantile uses |
|
basements and first storeys |
3.70 |
second storeys having a principal entrance from a pedestrian thoroughfare or a parking area |
3.70 |
other storeys | 5.60 |
Industrial uses |
|
manufacturing
or process rooms |
4.60 |
storage garages | 46.00 |
storage spaces
(warehouse) |
28.00 |
aircraft
hangars |
46.00 |
Other uses |
|
cleaning and
repair goods |
4.60 |
kitchens |
9.30 |
storage |
46.00 |
public corridors intended for occupancies in addition to pedestrian travel |
3.70(3) |
3) 
For the purposes of this Article,
mezzanines, tiers and balconies shall be regarded as part of the
floor area.
4) 
If a room or group of rooms is intended for different
occupancies at different times, the value to be used from
Table 3.1.17.1. shall be the value which gives the greatest number of persons for the
occupancies concerned.