Appendix A — Division A
Explanatory Material
Portions of the CSA-Z240 series of standards on mobile homes resemble a building code.
These portions contain requirements in many of the areas where the British Columbia
Building Code also has requirements and frequently the requirements are different.
Other portions of the Z240 standards deal with special requirements for mobile homes
related to the fact that these houses are intended to be periodically moved over roads.
The British Columbia Building Code considers mobile homes certified to the Z240 standard
as acceptable housing and they are permitted under
Clause 1.1.1.1.(2)(g).


BC2012 2012-01-01 R1NC2010 2010-01-01 R1
A-1.1.1.1.(3) Factory-Built Houses
The British Columbia Building Code applies the same requirements to site-built and
factory-built houses. However, it can often be difficult determining whether a factory-built
house complies with these requirements once it has been delivered to its construction
site because many of the wall, roof and floor assemblies are closed in and their components
cannot be inspected. CAN/CSA-A277, “Procedure for Factory Certification of Buildings,”, was developed to address this problem. It describes a procedure whereby an independent
certification agency can review the quality control procedures of a housing factory
and make periodic, unannounced inspections of its products and thus, through suitable
labeling, provide assurance to authorities at the final site that those components
which cannot be inspected on site comply with the code indicated on the label. It
is not a building code, only a procedure for certifying compliance of factory-built
components with a building code or other standard. If a factory-built house bears
a label of an accredited certification agency indicating that compliance with the
British Columbia Building Code has been certified using the CAN/CSA-A277, “Procedure for Factory Certification of Buildings,” procedure, the accepting authority will have some assurance that the hidden components
do not need to be inspected again on site.
Portions On the other hand, portions of the CSA-Z240 series of standards on mobile homes do resemble a building code. These portions contain requirements in many of the areas
where the British Columbia Building Code also has requirements and frequently the
requirements are different. Other portions of the Z240 standards deal with special
requirements for mobile homes related to the fact that these houses are intended to
be periodically moved over roads. The British Columbia Building Code considers mobile
homes certified to the Z240 standard as acceptable housing and they are permitted
under Clause 1.1.1.1.(2)(g).
A-1.1.1.1.(3)A-1.1.1.1.(2) Factory-Built HousesFactory-Constructed Buildings
Portions of the CSA-Z240 series of standards on mobile homes resemble a building code.
These portions contain requirements in many of the areas where the British Columbia
Building Code also has requirements and frequently the requirements are different.
Other portions of the Z240 standards deal with special requirements for mobile homes
related to the fact that these houses are intended to be periodically moved over roads.
The British Columbia Building Code considers mobile homes certified to the Z240 standard
as acceptable housing and they are permitted under Clause 1.1.1.1.(2)(g).
The NBC applies the same requirements to site-built and factory-constructed buildings.
However, it can often be difficult to determine whether a factory-constructed building
complies with the Code once it has been delivered to the construction site because
many of the wall, roof and floor assemblies are closed in and so their components
cannot be inspected. CAN/CSA-A277, “Procedure for Factory Certification of Buildings,” was developed to address this problem with regard to residential, commercial and
industrial buildings. This standard describes a procedure whereby an independent certification
agency can review the quality control procedures of a factory and make periodic unannounced
inspections of its products. The standard is not a building code, only a procedure
for certifying compliance of factory-constructed components with a building code or
other standard. If a factory-constructed building bears the label of an accredited
certification agency indicating that compliance with the National Building Code has
been certified using the CAN/CSA-A277 procedure, the accepting authority will have some assurance that the concealed components
do not require re-inspection on site.
On the other hand, standards in the CAN/CSA-Z240 MH Series, “Manufactured Homes,” do resemble a building code. Most of the individual standards in the series contain
requirements regarding many issues also covered in the NBC. Some of these Z240 MH
provisions are performance requirements with no quantitative criteria, some simply
reference the applicable NBC requirements, while others contain requirements that
differ from those in the NBC. Because it would be illogical to have two different
sets of requirements for buildings—one set that applies to site-built buildings and
one set that applies to factory-constructed buildings—the NBC does not reference these
Z240 MH standards. One of the individual standards in the Z240 MH series deals with
special requirements for manufactured homes related to the fact that these houses
must be moved over roads, which is an issue the NBC does not address. Therefore, labelling
that indicates that a factory-constructed house complies with the Z240 MH standards
can NOT be taken as an indication that the house necessarily complies with the building
code in effect for the location where the house will be sited.
The NBC does reference CSA Z240.10.1, “Site Preparation, Foundation, and Anchorage of Manufactured Homes,” which is not actually part of the CAN/CSA-Z240 MH Series. This standard contains requirements for surface foundations where buildings—not
just houses—comply with the deformation resistance test provided in Z240.2.1, “Structural Requirements for Manufactured Homes.”
This Code is most often applied to existing or relocated buildings when an owner
wishes to rehabilitate a building, change its use, or build an addition, or when an
enforcement authority decrees that a building or class of buildings be altered for
reasons of public safety. It is not intended that the British Columbia Building Code
be used to enforce the retrospective application of new requirements to existing
buildings or existing portions of relocated buildings, unless specifically required
by local regulations or bylaws. For example, although the British Columbia Fire Code
could be interpreted to require the installation of fire alarm, standpipe and hose,
and automatic sprinkler systems in an existing building for which there were no
requirements at the time of construction, it is the intent that the British Columbia
Fire Code should not be applied in this manner to these buildings unless the
authority having jurisdiction has determined that there is an inherent threat to
occupant safety and has issued an order to eliminate the unsafe condition, or where
substantial changes or additions are being made to an existing building or the
occupancy has been changed. (See also Appendix Note A-1.1.1.1.(1) of Division A of
the British Columbia Fire Code.)
Relocated buildings that have been in use in another location for a number of
years can be considered as existing buildings, in part, and the same analytical
process can be applied as for existing buildings. It should be noted, however, that
a change in occupancy may affect some requirements (e.g. loads and fire separations)
and relocation to an area with different wind, snow or earthquake loads will require
the application of current code requirements. Depending on the construction of the
building and the changes in load, structural modifications may be required.
Similarly, parts of a relocated or existing building that are reconstructed, such
as
foundations and basements, or parts being modified are required to be built to
current codes.
Whatever the reason, Code application to existing or relocated buildings requires
careful consideration of the level of safety needed for that building. This
consideration involves an analytical process similar to that required to assess
alternative design proposals for new construction. See
Clause 1.2.1.1.(1)(b) and its Appendix Note for information on achieving compliance with the Code using alternative solutions.
In developing Code requirements for new buildings, consideration has been given to
the cost they impose on a design in relation to the perceived benefits in terms of
safety. The former is definable; the latter difficult to establish on a quantitative
basis. In applying the Code requirements to an existing building, the benefits
derived are the same as in new buildings. On the other hand, the increased cost of
implementing in an existing building a design solution that would normally be
intended for a new building may be prohibitive.
The successful application of Code requirements to existing construction becomes a
matter of balancing the cost of implementing a requirement with the relative
importance of that requirement to the overall Code objectives. The degree to which
any particular requirement can be relaxed without affecting the intended level of
safety of the Code requires considerable judgment on the part of both the designer
and the authority having jurisdiction.
Further information on the application of Code requirements to existing or
relocated buildings may be found in the following publications:
- User's Guide - NBC 1995, Fire Protection, Occupant Safety
and Accessibility (Part 3)
- Guidelines for Application of Part 3 of the National
Building Code of Canada to Existing Buildings
- “Commentary L, Application of NBC Part 4 of Division B
for the Structural Evaluation and Upgrading of Existing Buildings” of
the User's Guide - NBC 2010, Structural Commentaries (Part 4 of Division
B)
- User's Guide - NBC 1995, Application of Part 9 to Existing
Buildings
- CBD 230, “Applying Building Codes to Existing Buildings”
These publications can be ordered through Client Services, Institute for Research
in Construction, National Research Council of Canada, Ottawa, Ontario K1A 0R6, or
through the Web site at
www.nationalcodes.nrc.gc.ca
.
Heritage Buildings
Many local governments have identified conservation of selected heritage
properties, or protection of the heritage character of certain areas, as being
community planning objectives. The Province's planning objectives and growth
strategy encourage and support local government in this effort. The key is to
find ways to make restoration and rehabilitation of heritage buildings
economically viable for the properties' owners.
It is generally recognized that the present British Columbia Building Code was
primarily written for new construction and provides for a performance level that
is significantly higher than what exists with many older buildings. To apply
present Code provisions to existing buildings is, in many cases, impractical and
with heritage buildings may compromise historic appearances or authenticity.
Therefore, the Table of Alternate Compliance Methods for Heritage Buildings was
developed to provide alternate methods for complying with the performance level
intended by the Code. The use of sprinklers is advocated as one of the primary
methods in assuring this performance level for heritage buildings. Sprinkler
systems not only control the fire, which aids evacuation, but also provides the
added benefit of protecting the building from possible destruction by
fire.
The Table of Alternative Compliance Methods for Heritage Buildings represents
some of the ways that restoration and rehabilitation of heritage buildings can
be facilitated without compromising the objectives of the Code. Only buildings
which have been identified by the provincial or a local government are included
in the definition of “heritage building.” For these buildings,
conservation is also a public objective. Heritage buildings often offer unique
problems and opportunities, and each situation must be assessed
individually.

The use of the Alternate Compliance Methods in Table A-1.1.1.2.(1) is not mandatory, and an owner may choose
- to apply acceptable solutions in Division B,
- to apply alternate solutions under Clause
1.2.1.1.(1)(b),
- to apply alternate compliance methods in Table
A-1.1.1.2., or
- to combine these options.

Table A-1.1.1.2.(1) Alternate Compliance Methods for Heritage Buildings |
No. |
Code Requirement in
Division B |
Alternate Compliance
Method |
1 |
Fire
Separations Sentence 3.1.3.1.(1) and Table 3.1.3.1. of Division B, Subsection 9.10.9. of Division B 2 h fire separation required
between some major occupancies.
|
Except for F1 occupancies, 1 h fire separation
is acceptable, provided the building is sprinklered.
|
2 |
Fire
Separations Sentence 3.1.3.1.(1) and Table 3.1.3.1. of Division B, Subsection 9.10.9. of Division B 1 h fire separation required
between some major occupancies.
|
1/2 h fire separation is acceptable if the
building is sprinklered.
|
3 |
Noncombustible
Construction Subsection 3.1.5. of Division B and Article 9.10.6.1. of Division B All materials used in noncombustible construction must be
noncombustible unless otherwise permitted.
|
1. Roofs may be of combustible construction
provided the building is sprinklered. 2. Up to 10% gross
floor area to a maximum of 10% of any one floor area may be of
combustible construction provided the building is
sprinklered.
|
4 |
Fire-resistance
Rating Sentence 3.1.7.1.(1), Article 9.10.3.1. of Division B Where a material, assembly of materials or structural member is required
to have a fire resistance rating it shall be tested in
accordance with CAN/ULC-S101
|
A fire-resistance rating may also be used based
on: (a) HUD No. 8 Guideline on Fire Ratings of Archaic
Materials and Assemblies., (b) Fire Endurance of Protected
Steel Columns and Beams, DBR Technical Paper No. 194., (c)
Fire Endurance of Unit Masonry Walls, DBR Technical Paper No.
207., (d) Fire Endurance of Light-Framed and Miscellaneous
Assemblies, DBR Technical Paper No. 222.
|
5 |
Rating of Supporting
Construction Article 3.1.7.5. of Division B, Article 9.10.8.3. of Division B Supporting assemblies to have fire resistance rating at least equivalent to
that of the supported floor.
|
Heavy timber construction is permitted to have a
fire resistance rating less than would be required by the Code
provided the building: (a) is sprinklered, and (b)
does not exceed 6 storeys in building height.
|
6 |
Continuity Of Fire
Separations Sentence 3.1.8.3.(1) and Sentence 3.1.8.3.(2), Article 9.10.9.2. of Division B Fire separations are required to be continuous above the ceiling space.
|
Fire separations are not required to be
continuous above a ceiling space where (a) the ceiling
space is non-combustible construction, (b) both fire
compartments are sprinklered, or (c) the ceiling has a
minimum rating of 30 minutes.
|
7 |
Wired Glass Sentences 3.1.8.5.(1) and 3.1.8.14.(2), Articles 9.10.13.1. of Division B and 9.10.13.5. of Division B 6 mm wired glass in steel frame required in fire separations.
|
For fixed transoms or sidelights, 6 mm wired
glass fixed to a wood frame of at least 50 mm thickness with
steel stops is permitted in a required fire separation.
|
8 |
Mezzanines Sentences 3.2.1.1.(3) to Sentence 3.2.1.1.(6), Article 9.10.4.1. of Division B Mezzanines enclosing more than 10% above the horizontal plane are considered as storey in
building height.
|
Enclosed mezzanines may be up to 40% of the
storey in which they occur and not be considered a storey in
building height if the building is sprinklered.
|
9 |
Building
Height Articles 3.2.2.20. of Division B to Article 3.2.2.8. of Division B Noncombustible construction required for buildings over 3
storeys in building height.
|
Buildings may be of combustible construction up
to 6 storeys provided: (a) the building is
sprinklered, (b) the building contains Group C, D, E, F2 or
F3 occupancies, and (c) floor assemblies not required to
exceed 1 h fire separation requirements may be of heavy timber
construction.
|
10 |
Spatial
Separation Subsection 3.2.3. of Division B, Subsection 9.10.14. of Division B The area of
unprotected opening shall not exceed the limits in Tables 3.2.3.1.A of Division B to Table 3.2.3.1.E of Division B | The area of unprotected opening is not limited
provided: (a) the limiting distance is a minimum 1 m,
(b) the building has a supervised sprinkler system in
conformance with Sentence 3.2.4.10.(3) , and (c) the sprinkler system is connected to the fire department in
conformance with Sentence 3.2.4.8.(4) . |
11 |
Construction of Exposing
Building Face Article 3.2.3.7. of Division B, Article 9.10.14.5. of Division B The exposing building face is required to have a fire resistance
rating and/or be of noncombustible construction.
|
Exposing building face is not required to have a
fire resistance rating if the building is sprinklered. Also, the
exposing building face is not required to be of noncombustible
construction if it is protected by an exterior sprinkler system
conforming to NFPA 13.
|
12 |
Roof Covering
Rating Sentence 3.1.15.2.(1) Class A, B or C roof covering in conformance with CAN/ULC-S107 required.
|
For existing roofs not covered by a Class A, B
or C roofing a manually operated deluge system in accordance
with NFPA 13 is permitted.
|
13 |
Smoke Alarms Sentence 3.2.4.20.(5), Sentence 3.2.4.21.(6), Sentence 9.10.19.4.(1) Smoke alarms are required to be connected to an electric circuit.
|
Smoke alarms may be battery operated in single
family homes only.
|
14 |
Interconnected Floor
Space Subsection 3.2.8. of Division B, Sentence 9.10.1.3.(6) | 1. Open stairs in buildings of maximum 4 storeys
in building height need not comply with Subsection 3.2.8.,
provided (a) the building contains a Group C or D
occupancy, (b) the building is sprinklered with
fast-response sprinklers, (c) corridors opening into the
interconnected floor space are separated from the interconnected
floor space by a fire separation with the rating required for
the corridor, and (d) smoke detectors are installed in the
rooms opening into the interconnected floor space and the smoke
detectors are connected to the fire alarm system. 2. Open
stairs in buildings of maximum 3 storeys in building height, or
first 2 storeys and basement, need not comply with Subsection 3.2.8. of Division B, provided: (a) the building contains a Group C or D
occupancy, (b) the building is sprinklered with fast
response sprinklers, (c) smoke detectors are installed in
the rooms opening into the interconnected floor space and the
smoke detectors are connected to the fire alarm system, and
(d) at least one means of egress is not through the
interconnected floor space.
|
15 |
Separation of
Suites Article 3.3.1.1. of Division B, Article 9.10.9.13. of Division B, Article 9.10.9.14. of Division B Suites are required to be separated from adjoining suites by 3/4 h or 1 h rated fire separations.
|
Existing fire separations of 1/2 h, such as wood
lath and plaster in good condition, are acceptable in
sprinklered buildings not exceeding 6 storeys in building
height.
|
16 |
Corridor fire
separation Article 3.3.1.4. of Division B, Article 9.10.9.15. of Division B Public corridors are required to be separated from the remainder of the
building by a fire separation having a fire resistance rating of
at least 3/4 h.
|
Existing corridors with 1/2 h fire resistance
ratings, such as wood lath and plaster in good condition, are
acceptable in residential occupancies provided the
building: (a) does not exceed 6 storeys in building height,
and (b) is fully sprinklered with fast response
sprinklers.
|
17 |
Corridor Width Article 3.3.1.9. of Division B and Subsection 3.4.3. of Division B, Article 9.9.3.3. of Division B Public corridors and exit corridors are permitted to have a minimum width of 1 100 mm.
|
Public corridors and exit corridors are
permitted with a minimum width of 800 mm provided: (a) the
occupant load of the building is maximum 20 people, and (b)
the building does not exceed 3 storeys in building
height.
|
18 |
Door Swing Article 3.3.1.10. of Division B and Article 3.4.6.2. of Division B , Article 9.9.6.5. of Division B Doors required to swing in the direction of exit travel.
|
2nd egress door from a room is not required to
swing in the direction of exit travel provided: (a) the
building is sprinklered and the system is supervised in
conformance with Sentence 3.2.4.10.(3) , and (b) the occupant load of the building is maximum 100
people.
|
19 |
Stairs, Ramps, Handrails
and Guards Article 3.3.1.14. of Division B, Article 3.3.1.16. of Division B, Article 3.3.1.18. of Division B, Articles 3.4.6.4. of Division B to 3.4.6.6. of Division B, Section 9.8. of Division B | Existing conditions that do not comply fully
with the requirements are permitted if they are acceptable to
the authority having jurisdiction.
|
20 |
Transparent Doors and
Panels Article 3.3.1.19. of Division B, Article 9.6.1.4. of Division B Glass in doors and sidelights are required to be protected by guards and
to be safety glass.
|
Existing glass or transparent panels that do not
comply fully with the requirements are permitted if sufficiently
discernible or guards are provided in hazardous
situations.
|
21 |
Dead-end
Corridors Sentence 3.3.1.9.(7), Article 9.9.7.3. of Division B Dead-end corridors are permitted to a maximum length of 6 m.
|
1. Dead-end corridors are permitted to a maximum
length of 10 m in Group C occupancies provided: (a) the
building is sprinklered with fast response sprinklers, and
(b) smoke detectors are installed in the corridor system.
2. Dead-end corridors are permitted to a maximum of 15 m in
length in Group D, E, F2 and F3 occupancies provided: (a)
the building is sprinklered with fast response sprinklers,
and (b) smoke detectors are installed in the corridor
system.
|
22 |
Exits Article 3.4.2.1. of Division B, Article 9.9.8.2. of Division B Floor areas shall be served by not fewer than 2 exits except as permitted by
Sentence 3.4.2.1.(2). |
Floor areas may be served by a single exit
within the limits of Sentence 3.4.2.1.(2) provided: (a) the building does not exceed 3 storeys in
building height, (b) the building is sprinklered with fast
response sprinklers, and (c) all floor areas are protected
by a system of smoke detectors connected to a fire alarm
system.
|
23 |
Reduction of Exit
Width Sentence 3.4.3.3.(2), Article 9.9.6.1. of Division B Swinging doors in their swing shall not reduce the effective width of
exit stairs and landings to less than 750 mm.
|
Existing swinging doors in their swing are
permitted to reduce the effective width of exit stairs and
landings to a minimum of 550 mm provided: (a) they serve
Group C or D occupancies, (b) the building does not exceed
4 storeys in building height, and (c) the building is
sprinklered.
|
24 |
Fire Separation of
Exits Article 3.4.4.1. of Division B, Subsection 9.9.4. of Division B Exits are
required to be separated from the remainder of the floor area by
a fire separation having a fire-resistance rating of not less
than 3/4h.
|
1. Buildings of 3 storeys or less may have exits
that are separated by a fire separation that does not have a
fire-resistance rating provided: (a) the building is
sprinklered with fast response sprinklers, and (b) the
sprinkler system is supervised in accordance with Sentence 3.2.4.9.(2). 2. Buildings not exceeding 6 storeys in building height may have exits that are separated by
a 3/4 h fire separation provided the building is
sprinklered.
|
25 |
Exits Through
Lobbies Article 3.4.4.2. of Division B, Article 9.9.8.5. of Division B Rooms adjacent to the lobby are required to be separated by a fire
separation.
|
Rooms adjacent to the lobby are not required to
be separated by a fire separation provided: (a) the floor
area is sprinklered with fast response sprinklers, and (b)
smoke detectors are installed in the adjacent rooms.
|
26 |
Rooms Opening into
Exit Sentence 3.4.4.4.(7), Article 9.9.5.9. of Division B Service rooms and ancillary rooms are not permitted to open directly
into an exit.
|
Service rooms and ancillary rooms may open
directly into an exit provided: (a) the room is sprinklered
with fast response sprinklers, and (b) weatherstripping is
installed on the door to prevent the passage of smoke.
|
27 |
Illumination of Exit
Signs Sentence 3.4.5.1.(2) to 3.4.5.1.(4), Sentence 9.9.11.3.(2) to 9.9.11.3.(6) Exit signs are required to be illuminated continuously while the building is occupied.
|
Where exit signage may compromise historic
appearances, or authenticity of displays, exit signs may be
installed to light only on an emergency condition, such as by
the fire alarm system or due to power failure.
|
28 |
Clearance from Exit
Doors
Sentence 3.4.6.11.(1) , Article 9.9.6.6. of Division B Stair risers shall not be closer than 300 mm from an exit door.
|
Except as permitted in Sentences 3.4.6.10.(2) or 9.9.6.6.(2), existing exit doors shall not extend beyond the first riser.
|
29 |
Fire Escapes Subsection 3.4.7. of Division B, Sentence 9.9.2.1.(2) Fire escapes are required to conform to Subsection 3.4.7. of Division B |
Existing fire escapes that do not completely
conform to Subsection 3.4.7. of Division B. are acceptable provided: (a)
the fire escapes are acceptable and (b) the building is
sprinklered.
|
30 |
Fire Escape
Construction Article 3.4.7.2. of Division B, Sentence 9.9.2.1.(2) | Existing combustible fire escapes are permitted
if the building is permitted to be of combustible construction
by Part 3 of Division B, Part 9 of Division B or by these Compliance Tables.
|
31 |
Protection of Fire
Escapes Article 3.4.7.4. of Division B, Sentence 9.9.2.1.(2) Openings in the exterior wall adjacent to the fire escape are
required to be protected by closures.
|
Existing openings in the exterior wall adjacent
to the fire escape are not required to be protected by closures
provided: (a) the building is sprinklered, and (b) a
sprinkler head is located within 1.5 m of the opening required
to be protected by Article 3.4.7.4. of Division B |
32 |
Vertical Service
Space Article 3.6.3.1. of Division B Vertical service spaces are required to be separated from the adjacent floor area by a rated
fire separation.
|
Existing vertical service spaces that do not
completely conform to the rated fire separation requirements are
acceptable provided the vertical service spaces are
sprinklered.
|
33 |
Height and Area of
Rooms Subsection 3.7.1. of Division B, Section 9.5. of Division B The height and area of rooms are required to comply to minimum
dimension requirements.
|
Existing rooms are not required to comply to the
minimum dimension requirements of Subsection 3.7.1. of Division B or Section 9.5. of Division B |
34 |
Washroom
Requirements Subsection 3.7.2. of Division B, Section 9.31. of Division B
Buildings are required to be provided with a minimum number of
washroom fixtures.
|
Existing facilities are not required to
completely comply to the requirements of Subsection 3.7.2. of Division B or Section 9.31. of Division B provided it is acceptable to the
authority having jurisdiction.
|
35 |
Access for Persons with
Disabilities Section 3.8. of Division B | Article 3.8.4.5. of Division B shall apply to existing buildings.
|
36 |
Seismic Anchorage of
Exterior Decoration Subsection 4.1.8. of Division B |
Existing exterior decorations are not required
to fully comply to the anchorage requirements of Subsection 4.1.8. of Division B provided: (a) adequate means of protection is provided,
or (b) there is no exposure to the public.
|
37 |
Mechanical
Systems Part 6 of Division B and Part 7 of Division B | Existing mechanical systems in buildings are not
required to fully comply to the requirements of Parts 6 of Division B or 7 of Division B provided: (a) it is not an unsafe condition and (b) it is acceptable to the authority having
jurisdiction.
|

BC2012 2013-04-03 R2BC2012 2012-01-01 R1NC2010 2010-01-01 R1
A-1.1.1.2.(1)A-1.1.1.1.(1) Application to Existing Buildings
This Code is most often applied to existing or relocated buildings when an owner
wishes to rehabilitate a building, change its use, or build an addition, or when an
enforcement authority decrees that a building or class of buildings be altered for
reasons of public safety. It is not intended that the British Columbia Building Code
be used to enforce the retrospective application of new requirements to existing
buildings or existing portions of relocated buildings, unless specifically required
by local regulations or bylaws. For example, although the British Columbia Fire Code
could be interpreted to require the installation of fire alarm, standpipe and hose,
and automatic sprinkler systems in an existing building for which there were no
requirements at the time of construction, it is the intent that the British Columbia
Fire Code should not be applied in this manner to these buildings unless the
authority having jurisdiction has determined that there is an inherent threat to
occupant safety and has issued an order to eliminate the unsafe condition, or where
substantial changes or additions are being made to an existing building or the
occupancy has been changed. (See also Appendix Note A-1.1.1.1.(1) of Division A of
the British Columbia Fire Code.)
Relocated buildings that have been in use in another location for a number of
years can be considered as existing buildings, in part, and the same analytical
process can be applied as for existing buildings. It should be noted, however, that
a change in occupancy may affect some requirements (e.g. loads and fire separations)
and relocation to an area with different wind, snow or earthquake loads will require
the application of current code requirements. Depending on the construction of the
building and the changes in load, structural modifications may be required.
Similarly, parts of a relocated or existing building that are reconstructed, such
as
foundations and basements, or parts being modified are required to be built to
current codes.
Whatever the reason, Code application to existing or relocated buildings requires
careful consideration of the level of safety needed for that building. This
consideration involves an analytical process similar to that required to assess
alternative design proposals for new construction. See Clause 1.2.1.1.(1)(b) and its Appendix Note for information on achieving
compliance with the Code using alternative solutions.
In developing Code requirements for new buildings, consideration has been given to
the cost they impose on a design in relation to the perceived benefits in terms of
safety. The former is definable; the latter difficult to establish on a quantitative
basis. In applying the Code requirements to an existing building, the benefits
derived are the same as in new buildings. On the other hand, the increased cost of
implementing in an existing building a design solution that would normally be
intended for a new building may be prohibitive.
The successful application of Code requirements to existing construction becomes a
matter of balancing the cost of implementing a requirement with the relative
importance of that requirement to the overall Code objectives. The degree to which
any particular requirement can be relaxed without affecting the intended level of
safety of the Code requires considerable judgment on the part of both the designer
and the authority having jurisdiction.
Further information on the application of Code requirements to existing or
relocated buildings may be found in the following publications:
- User's Guide - NBC 1995, Fire Protection, Occupant Safety
and Accessibility (Part 3)
- Guidelines for Application of Part 3 of the National
Building Code of Canada to Existing Buildings
- “Commentary L, Application of NBC Part 4 of Division B
for the Structural Evaluation and Upgrading of Existing Buildings” of
the User's Guide - NBC 2010, Structural Commentaries (Part 4 of Division
B)
- User's Guide - NBC 1995, Application of Part 9 to Existing
Buildings
- CBD 230, “Applying Building Codes to Existing Buildings”
These publications can be ordered through Client Services, Institute for Research
in Construction, National Research Council of Canada, Ottawa, Ontario K1A 0R6, or
through the Web site at
www.nationalcodes.nrc.gc.ca.
Heritage Buildings
Many local governments have identified conservation of selected heritage
properties, or protection of the heritage character of certain areas, as being
community planning objectives. The Province's planning objectives and growth
strategy encourage and support local government in this effort. The key is to
find ways to make restoration and rehabilitation of heritage buildings
economically viable for the properties' owners.
It is generally recognized that the present British Columbia Building Code was
primarily written for new construction and provides for a performance level that
is significantly higher than what exists with many older buildings. To apply
present Code provisions to existing buildings is, in many cases, impractical and
with heritage buildings may compromise historic appearances or authenticity.
Therefore, the Table of Alternate Compliance Methods for Heritage Buildings was
developed to provide alternate methods for complying with the performance level
intended by the Code. The use of sprinklers is advocated as one of the primary
methods in assuring this performance level for heritage buildings. Sprinkler
systems not only control the fire, which aids evacuation, but also provides the
added benefit of protecting the building from possible destruction by
fire.
The Table of Alternative Compliance Methods for Heritage Buildings represents
some of the ways that restoration and rehabilitation of heritage buildings can
be facilitated without compromising the objectives of the Code. Only buildings
which have been identified by the provincial or a local government are included
in the definition of “heritage building.” For these buildings,
conservation is also a public objective. Heritage buildings often offer unique
problems and opportunities, and each situation must be assessed
individually.
The use of the Alternate Compliance Methods in Table
A-1.1.1.2.(1)A-1.1.1.1.(1) is not mandatory, and an owner may choose
- to apply acceptable solutions in Division B,
- to apply alternate solutions under Clause
1.2.1.1.(1)(b),
- to apply alternate compliance methods in Table
A-1.1.1.2
A-1.1.1.1., or
- to combine these options.
Table Alternate Compliance Methods for Heritage Buildings |
No. |
Code Requirement in
Division B |
Alternate Compliance
Method |
1 |
Fire
Separations Sentence 3.1.3.1.(1) and Table 3.1.3.1. of Division B, Subsection 9.10.9. of Division B 2 h fire separation required
between some major occupancies.
|
Except for F1 occupancies, 1 h fire separation
is acceptable, provided the building is sprinklered.
|
2 |
Fire
Separations Sentence 3.1.3.1.(1) and Table 3.1.3.1. of Division B, Subsection 9.10.9. of Division B 1 h fire separation required
between some major occupancies.
|
1/2 h fire separation is acceptable if the
building is sprinklered.
|
3 |
Noncombustible
Construction Subsection 3.1.5. of Division B and Article 9.10.6.1. of Division B All
materials used in noncombustible construction must be
noncombustible unless otherwise permitted.
|
1. Roofs may be of combustible construction
provided the building is sprinklered. 2. Up to 10% gross
floor area to a maximum of 10% of any one floor area may be of
combustible construction provided the building is
sprinklered.
|
4 |
Fire-resistance
Rating Sentence 3.1.7.1.(1), Article 9.10.3.1. of Division B Where a
material, assembly of materials or structural member is required
to have a fire resistance rating it shall be tested in
accordance with CAN/ULC-S101
|
A fire-resistance rating may also be used based
on: (a) HUD No. 8 Guideline on Fire Ratings of Archaic
Materials and Assemblies., (b) Fire Endurance of Protected
Steel Columns and Beams, DBR Technical Paper No. 194., (c)
Fire Endurance of Unit Masonry Walls, DBR Technical Paper No.
207., (d) Fire Endurance of Light-Framed and Miscellaneous
Assemblies, DBR Technical Paper No. 222.
|
5 |
Rating of Supporting
Construction Article 3.1.7.5. of Division B, Article 9.10.8.3. of Division B Supporting
assemblies to have fire resistance rating at least equivalent to
that of the supported floor.
|
Heavy timber construction is permitted to have a
fire resistance rating less than would be required by the Code
provided the building: (a) is sprinklered, and (b)
does not exceed 6 storeys in building height.
|
6 |
Continuity Of Fire
Separations Sentence 3.1.8.3.(1) and Sentence 3.1.8.3.(2), Article 9.10.9.2. of Division B Fire separations are required to be continuous above the
ceiling space.
|
Fire separations are not required to be
continuous above a ceiling space where (a) the ceiling
space is non-combustible construction, (b) both fire
compartments are sprinklered, or (c) the ceiling has a
minimum rating of 30 minutes.
|
7 |
Wired Glass Sentences 3.1.8.5.(1) and 3.1.8.14.(2), Articles 9.10.13.1. of Division B and 9.10.13.5. of Division B 6 mm wired glass in steel frame
required in fire separations.
|
For fixed transoms or sidelights, 6 mm wired
glass fixed to a wood frame of at least 50 mm thickness with
steel stops is permitted in a required fire separation.
|
8 |
Mezzanines Sentences 3.2.1.1.(3) to Sentence 3.2.1.1.(6),
Article 9.10.4.1. of Division B Mezzanines enclosing more than
10% above the horizontal plane are considered as storey in
building height.
|
Enclosed mezzanines may be up to 40% of the
storey in which they occur and not be considered a storey in
building height if the building is sprinklered.
|
9 |
Building
Height Articles 3.2.2.20. of Division B to Article 3.2.2.8. of Division B
Noncombustible construction required for buildings over 3
storeys in building height.
|
Buildings may be of combustible construction up
to 6 storeys provided: (a) the building is
sprinklered, (b) the building contains Group C, D, E, F2 or
F3 occupancies, and (c) floor assemblies not required to
exceed 1 h fire separation requirements may be of heavy timber
construction.
|
10 |
Spatial
Separation Subsection 3.2.3. of Division B, Subsection 9.10.14. of Division B The area of
unprotected opening shall not exceed the limits in Tables 3.2.3.1.A of Division B to
Table 3.2.3.1.E of Division B
|
The area of unprotected opening is not limited
provided: (a) the limiting distance is a minimum 1 m,
(b) the building has a supervised sprinkler system in
conformance with Sentence 3.2.4.10.(3), and
(c) the sprinkler system is connected to the fire department in
conformance with Sentence 3.2.4.8.(4).
|
11 |
Construction of Exposing
Building Face Article 3.2.3.7. of Division B, Article 9.10.14.5. of Division B The
exposing building face is required to have a fire resistance
rating and/or be of noncombustible construction.
|
Exposing building face is not required to have a
fire resistance rating if the building is sprinklered. Also, the
exposing building face is not required to be of noncombustible
construction if it is protected by an exterior sprinkler system
conforming to NFPA 13.
|
12 |
Roof Covering
Rating Sentence 3.1.15.2.(1) Class A, B or C roof covering
in conformance with CAN/ULC-S107 required.
|
For existing roofs not covered by a Class A, B
or C roofing a manually operated deluge system in accordance
with NFPA 13 is permitted.
|
13 |
Smoke Alarms Sentence 3.2.4.20.(5), Sentence 3.2.4.21.(6), Sentence 9.10.19.4.(1) Smoke alarms are required to be connected
to an electric circuit.
|
Smoke alarms may be battery operated in single
family homes only.
|
14 |
Interconnected Floor
Space Subsection 3.2.8. of Division B, Sentence 9.10.1.3.(6)
|
1. Open stairs in buildings of maximum 4 storeys
in building height need not comply with Subsection 3.2.8.,
provided (a) the building contains a Group C or D
occupancy, (b) the building is sprinklered with
fast-response sprinklers, (c) corridors opening into the
interconnected floor space are separated from the interconnected
floor space by a fire separation with the rating required for
the corridor, and (d) smoke detectors are installed in the
rooms opening into the interconnected floor space and the smoke
detectors are connected to the fire alarm system. 2. Open
stairs in buildings of maximum 3 storeys in building height, or
first 2 storeys and basement, need not comply with Subsection 3.2.8. of Division B, provided: (a) the building contains a Group C or D
occupancy, (b) the building is sprinklered with fast
response sprinklers, (c) smoke detectors are installed in
the rooms opening into the interconnected floor space and the
smoke detectors are connected to the fire alarm system, and
(d) at least one means of egress is not through the
interconnected floor space.
|
15 |
Separation of
Suites Article 3.3.1.1. of Division B, Article 9.10.9.13. of Division B, Article 9.10.9.14. of Division B Suites are required to be separated from adjoining
suites by 3/4 h or 1 h rated fire separations.
|
Existing fire separations of 1/2 h, such as wood
lath and plaster in good condition, are acceptable in
sprinklered buildings not exceeding 6 storeys in building
height.
|
16 |
Corridor fire
separation Article 3.3.1.4. of Division B, Article 9.10.9.15. of Division B Public
corridors are required to be separated from the remainder of the
building by a fire separation having a fire resistance rating of
at least 3/4 h.
|
Existing corridors with 1/2 h fire resistance
ratings, such as wood lath and plaster in good condition, are
acceptable in residential occupancies provided the
building: (a) does not exceed 6 storeys in building height,
and (b) is fully sprinklered with fast response
sprinklers.
|
17 |
Corridor Width Article 3.3.1.9. of Division B and Subsection 3.4.3. of Division B, Article 9.9.3.3. of Division B Public corridors and exit corridors are permitted to
have a minimum width of 1 100 mm.
|
Public corridors and exit corridors are
permitted with a minimum width of 800 mm provided: (a) the
occupant load of the building is maximum 20 people, and (b)
the building does not exceed 3 storeys in building
height.
|
18 |
Door Swing Article 3.3.1.10. of Division B and Article 3.4.6.2. of Division B, Article 9.9.6.5. of Division B Doors required to swing in the direction of exit
travel.
|
2nd egress door from a room is not required to
swing in the direction of exit travel provided: (a) the
building is sprinklered and the system is supervised in
conformance with Sentence 3.2.4.10.(3), and
(b) the occupant load of the building is maximum 100
people.
|
19 |
Stairs, Ramps, Handrails
and Guards Article 3.3.1.14. of Division B, Article 3.3.1.16. of Division B, Article 3.3.1.18. of Division B, Articles 3.4.6.4. of Division B to 3.4.6.6. of Division B, Section 9.8. of Division B
|
Existing conditions that do not comply fully
with the requirements are permitted if they are acceptable to
the authority having jurisdiction.
|
20 |
Transparent Doors and
Panels Article 3.3.1.19. of Division B, Article 9.6.1.4. of Division B Glass in
doors and sidelights are required to be protected by guards and
to be safety glass.
|
Existing glass or transparent panels that do not
comply fully with the requirements are permitted if sufficiently
discernible or guards are provided in hazardous
situations.
|
21 |
Dead-end
Corridors Sentence 3.3.1.9.(7), Article 9.9.7.3. of Division B Dead-end
corridors are permitted to a maximum length of 6 m.
|
1. Dead-end corridors are permitted to a maximum
length of 10 m in Group C occupancies provided: (a) the
building is sprinklered with fast response sprinklers, and
(b) smoke detectors are installed in the corridor system.
2. Dead-end corridors are permitted to a maximum of 15 m in
length in Group D, E, F2 and F3 occupancies provided: (a)
the building is sprinklered with fast response sprinklers,
and (b) smoke detectors are installed in the corridor
system.
|
22 |
Exits Article 3.4.2.1. of Division B, Article 9.9.8.2. of Division B Floor areas
shall be served by not fewer than 2 exits except as permitted by
Sentence 3.4.2.1.(2).
|
Floor areas may be served by a single exit
within the limits of Sentence 3.4.2.1.(2)
provided: (a) the building does not exceed 3 storeys in
building height, (b) the building is sprinklered with fast
response sprinklers, and (c) all floor areas are protected
by a system of smoke detectors connected to a fire alarm
system.
|
23 |
Reduction of Exit
Width Sentence 3.4.3.3.(2), Article 9.9.6.1. of Division B Swinging
doors in their swing shall not reduce the effective width of
exit stairs and landings to less than 750 mm.
|
Existing swinging doors in their swing are
permitted to reduce the effective width of exit stairs and
landings to a minimum of 550 mm provided: (a) they serve
Group C or D occupancies, (b) the building does not exceed
4 storeys in building height, and (c) the building is
sprinklered.
|
24 |
Fire Separation of
Exits Article 3.4.4.1. of Division B, Subsection 9.9.4. of Division B Exits are
required to be separated from the remainder of the floor area by
a fire separation having a fire-resistance rating of not less
than 3/4h.
|
1. Buildings of 3 storeys or less may have exits
that are separated by a fire separation that does not have a
fire-resistance rating provided: (a) the building is
sprinklered with fast response sprinklers, and (b) the
sprinkler system is supervised in accordance with Sentence 3.2.4.9.(2). 2. Buildings not exceeding 6
storeys in building height may have exits that are separated by
a 3/4 h fire separation provided the building is
sprinklered.
|
25 |
Exits Through
Lobbies Article 3.4.4.2. of Division B, Article 9.9.8.5. of Division B Rooms
adjacent to the lobby are required to be separated by a fire
separation.
|
Rooms adjacent to the lobby are not required to
be separated by a fire separation provided: (a) the floor
area is sprinklered with fast response sprinklers, and (b)
smoke detectors are installed in the adjacent rooms.
|
26 |
Rooms Opening into
Exit Sentence 3.4.4.4.(7), Article 9.9.5.9. of Division B Service
rooms and ancillary rooms are not permitted to open directly
into an exit.
|
Service rooms and ancillary rooms may open
directly into an exit provided: (a) the room is sprinklered
with fast response sprinklers, and (b) weatherstripping is
installed on the door to prevent the passage of smoke.
|
27 |
Illumination of Exit
Signs Sentence 3.4.5.1.(2) to 3.4.5.1.(4), Sentence 9.9.11.3.(2) to 9.9.11.3.(6) Exit signs are required to be
illuminated continuously while the building is occupied.
|
Where exit signage may compromise historic
appearances, or authenticity of displays, exit signs may be
installed to light only on an emergency condition, such as by
the fire alarm system or due to power failure.
|
28 |
Clearance from Exit
Doors Sentence 3.4.6.11.(1), Article 9.9.6.6. of Division B Stair risers shall not be
closer than 300 mm from an exit door.
|
Except as permitted in Sentences 3.4.6.10.(2) or 9.9.6.6.(2), existing exit doors shall not
extend beyond the first riser.
|
29 |
Fire Escapes Subsection 3.4.7. of Division B, Sentence 9.9.2.1.(2) Fire
escapes are required to conform to Subsection 3.4.7. of Division B
|
Existing fire escapes that do not completely
conform to Subsection 3.4.7. of Division B. are acceptable provided: (a)
the fire escapes are acceptable and (b) the building is
sprinklered.
|
30 |
Fire Escape
Construction Article 3.4.7.2. of Division B, Sentence 9.9.2.1.(2)
|
Existing combustible fire escapes are permitted
if the building is permitted to be of combustible construction
by Part 3 of Division B, Part 9 of Division B or by these
Compliance Tables.
|
31 |
Protection of Fire
Escapes Article 3.4.7.4. of Division B, Sentence 9.9.2.1.(2)
Openings in the exterior wall adjacent to the fire escape are
required to be protected by closures.
|
Existing openings in the exterior wall adjacent
to the fire escape are not required to be protected by closures
provided: (a) the building is sprinklered, and (b) a
sprinkler head is located within 1.5 m of the opening required
to be protected by Article 3.4.7.4. of Division B
|
32 |
Vertical Service
Space Article 3.6.3.1. of Division B Vertical service spaces are
required to be separated from the adjacent floor area by a rated
fire separation.
|
Existing vertical service spaces that do not
completely conform to the rated fire separation requirements are
acceptable provided the vertical service spaces are
sprinklered.
|
33 |
Height and Area of
Rooms Subsection 3.7.1. of Division B, Section 9.5. of Division B The
height and area of rooms are required to comply to minimum
dimension requirements.
|
Existing rooms are not required to comply to the
minimum dimension requirements of Subsection 3.7.1. of Division B or Section 9.5. of Division B
|
34 |
Washroom
Requirements Subsection 3.7.2. of Division B, Section 9.31. of Division B
Buildings are required to be provided with a minimum number of
washroom fixtures.
|
Existing facilities are not required to
completely comply to the requirements of Subsection 3.7.2. of Division B or Section 9.31. of Division B provided it is acceptable to the
authority having jurisdiction.
|
35 |
Access for Persons with
Disabilities Section 3.8. of Division B
|
Article 3.8.4.5. of Division B shall
apply to existing buildings.
|
36 |
Seismic Anchorage of
Exterior Decoration Subsection 4.1.8. of Division B
|
Existing exterior decorations are not required
to fully comply to the anchorage requirements of Subsection 4.1.8. of Division B provided: (a) adequate means of protection is provided,
or (b) there is no exposure to the public.
|
37 |
Mechanical
Systems Part 6 of Division B
and Part 7 of Division B
|
Existing mechanical systems in buildings are not
required to fully comply to the requirements of Parts 6 of Division B or 7 of Division B provided: (a) it is not an unsafe
condition and (b) it is acceptable to the authority having
jurisdiction.
|
A-1.1.1.2.(1)A-1.1.1.1.(1) Application to Existing Buildings
This Code is most often applied to existing or relocated buildings when an owner
wishes to rehabilitate a building, change its use, or build an addition, or when an
enforcement authority decrees that a building or class of buildings be altered for
reasons of public safety. It is not intended that the British Columbia Building Code
be used to enforce the retrospective application of new requirements to existing
buildings or existing portions of relocated buildings, unless specifically required
by local regulations or bylaws. For example, although the British Columbia Fire Code
could be interpreted to require the installation of fire alarm, standpipe and hose,
and automatic sprinkler systems in an existing building for which there were no
requirements at the time of construction, it is the intent that the British Columbia
Fire Code should not be applied in this manner to these buildings unless the
authority having jurisdiction has determined that there is an inherent threat to
occupant safety and has issued an order to eliminate the unsafe condition, or where
substantial changes or additions are being made to an existing building or the
occupancy has been changed. (See also Appendix Note A-1.1.1.1.(1) of Division A of
the British Columbia Fire Code.)
Relocated buildings that have been in use in another location for a number of
years can be considered as existing buildings, in part, and the same analytical
process can be applied as for existing buildings. It should be noted, however, that
a change in occupancy may affect some requirements (e.g. loads and fire separations)
and relocation to an area with different wind, snow or earthquake loads will require
the application of current code requirements. Depending on the construction of the
building and the changes in load, structural modifications may be required.
Similarly, parts of a relocated or existing building that are reconstructed, such
as
foundations and basements, or parts being modified are required to be built to
current codes.
Whatever the reason, Code application to existing or relocated buildings requires
careful consideration of the level of safety needed for that building. This
consideration involves an analytical process similar to that required to assess
alternative design proposals for new construction. See Clause 1.2.1.1.(1)(b) and its Appendix Note for information on achieving
compliance with the Code using alternative solutions.
In developing Code requirements for new buildings, consideration has been given to
the cost they impose on a design in relation to the perceived benefits in terms of
safety. The former is definable; the latter difficult to establish on a quantitative
basis. In applying the Code requirements to an existing building, the benefits
derived are the same as in new buildings. On the other hand, the increased cost of
implementing in an existing building a design solution that would normally be
intended for a new building may be prohibitive.
The successful application of Code requirements to existing construction becomes a
matter of balancing the cost of implementing a requirement with the relative
importance of that requirement to the overall Code objectives. The degree to which
any particular requirement can be relaxed without affecting the intended level of
safety of the Code requires considerable judgment on the part of both the designer
and the authority having jurisdiction.
Further information on the application of Code requirements to existing or
relocated buildings may be found in the following publications:
- User's Guide - NBC 1995, Fire Protection, Occupant Safety
and Accessibility (Part 3)
- Guidelines for Application of Part 3 of the National
Building Code of Canada to Existing Buildings
- “Commentary L, Application of NBC Part 4 of Division B
for the Structural Evaluation and Upgrading of Existing Buildings” of
the User's Guide - NBC 2010, Structural Commentaries (Part 4 of Division
B)
- User's Guide - NBC 1995, Application of Part 9 to Existing
Buildings
- CBD 230, “Applying Building Codes to Existing Buildings”
These publications can be ordered through Client Services, Institute for Research
in Construction, National Research Council of Canada, Ottawa, Ontario K1A 0R6, or
through the Web site at
www.nationalcodes.nrc.gc.ca.
Heritage Buildings
Many local governments have identified conservation of selected heritage
properties, or protection of the heritage character of certain areas, as being
community planning objectives. The Province's planning objectives and growth
strategy encourage and support local government in this effort. The key is to
find ways to make restoration and rehabilitation of heritage buildings
economically viable for the properties' owners.
It is generally recognized that the present British Columbia Building Code was
primarily written for new construction and provides for a performance level that
is significantly higher than what exists with many older buildings. To apply
present Code provisions to existing buildings is, in many cases, impractical and
with heritage buildings may compromise historic appearances or authenticity.
Therefore, the Table of Alternate Compliance Methods for Heritage Buildings was
developed to provide alternate methods for complying with the performance level
intended by the Code. The use of sprinklers is advocated as one of the primary
methods in assuring this performance level for heritage buildings. Sprinkler
systems not only control the fire, which aids evacuation, but also provides the
added benefit of protecting the building from possible destruction by
fire.
The Table of Alternative Compliance Methods for Heritage Buildings represents
some of the ways that restoration and rehabilitation of heritage buildings can
be facilitated without compromising the objectives of the Code. Only buildings
which have been identified by the provincial or a local government are included
in the definition of “heritage building.” For these buildings,
conservation is also a public objective. Heritage buildings often offer unique
problems and opportunities, and each situation must be assessed
individually.
The use of the Alternate Compliance Methods in Table
A-1.1.1.2.(1)A-1.1.1.1.(1) is not mandatory, and an owner may choose
- to apply acceptable solutions in Division B,
- to apply alternate solutions under Clause
1.2.1.1.(1)(b),
- to apply alternate compliance methods in Table
A-1.1.1.2
A-1.1.1.1., or
- to combine these options.
Table Alternate Compliance Methods for Heritage Buildings |
No. |
Code Requirement in
Division B |
Alternate Compliance
Method |
1 |
Fire
Separations Sentence 3.1.3.1.(1) and Table 3.1.3.1. of Division B, Subsection 9.10.9. of Division B 2 h fire separation required
between some major occupancies.
|
Except for F1 occupancies, 1 h fire separation
is acceptable, provided the building is sprinklered.
|
2 |
Fire
Separations Sentence 3.1.3.1.(1) and Table 3.1.3.1. of Division B, Subsection 9.10.9. of Division B 1 h fire separation required
between some major occupancies.
|
1/2 h fire separation is acceptable if the
building is sprinklered.
|
3 |
Noncombustible
Construction Subsection 3.1.5. of Division B and Article 9.10.6.1. of Division B All
materials used in noncombustible construction must be
noncombustible unless otherwise permitted.
|
1. Roofs may be of combustible construction
provided the building is sprinklered. 2. Up to 10% gross
floor area to a maximum of 10% of any one floor area may be of
combustible construction provided the building is
sprinklered.
|
4 |
Fire-resistance
Rating Sentence 3.1.7.1.(1), Article 9.10.3.1. of Division B Where a
material, assembly of materials or structural member is required
to have a fire resistance rating it shall be tested in
accordance with CAN/ULC-S101
|
A fire-resistance rating may also be used based
on: (a) HUD No. 8 Guideline on Fire Ratings of Archaic
Materials and Assemblies., (b) Fire Endurance of Protected
Steel Columns and Beams, DBR Technical Paper No. 194., (c)
Fire Endurance of Unit Masonry Walls, DBR Technical Paper No.
207., (d) Fire Endurance of Light-Framed and Miscellaneous
Assemblies, DBR Technical Paper No. 222.
|
5 |
Rating of Supporting
Construction Article 3.1.7.5. of Division B, Article 9.10.8.3. of Division B Supporting
assemblies to have fire resistance rating at least equivalent to
that of the supported floor.
|
Heavy timber construction is permitted to have a
fire resistance rating less than would be required by the Code
provided the building: (a) is sprinklered, and (b)
does not exceed 6 storeys in building height.
|
6 |
Continuity Of Fire
Separations Sentence 3.1.8.3.(1) and Sentence 3.1.8.3.(2), Article 9.10.9.2. of Division B Fire separations are required to be continuous above the
ceiling space.
|
Fire separations are not required to be
continuous above a ceiling space where (a) the ceiling
space is non-combustible construction, (b) both fire
compartments are sprinklered, or (c) the ceiling has a
minimum rating of 30 minutes.
|
7 |
Wired Glass Sentences 3.1.8.5.(1) and 3.1.8.14.(2), Articles 9.10.13.1. of Division B and 9.10.13.5. of Division B 6 mm wired glass in steel frame
required in fire separations.
|
For fixed transoms or sidelights, 6 mm wired
glass fixed to a wood frame of at least 50 mm thickness with
steel stops is permitted in a required fire separation.
|
8 |
Mezzanines Sentences 3.2.1.1.(3) to Sentence 3.2.1.1.(6),
Article 9.10.4.1. of Division B Mezzanines enclosing more than
10% above the horizontal plane are considered as storey in
building height.
|
Enclosed mezzanines may be up to 40% of the
storey in which they occur and not be considered a storey in
building height if the building is sprinklered.
|
9 |
Building
Height Articles 3.2.2.20. of Division B to Article 3.2.2.8. of Division B
Noncombustible construction required for buildings over 3
storeys in building height.
|
Buildings may be of combustible construction up
to 6 storeys provided: (a) the building is
sprinklered, (b) the building contains Group C, D, E, F2 or
F3 occupancies, and (c) floor assemblies not required to
exceed 1 h fire separation requirements may be of heavy timber
construction.
|
10 |
Spatial
Separation Subsection 3.2.3. of Division B, Subsection 9.10.14. of Division B The area of
unprotected opening shall not exceed the limits in Tables 3.2.3.1.A of Division B to
Table 3.2.3.1.E of Division B
|
The area of unprotected opening is not limited
provided: (a) the limiting distance is a minimum 1 m,
(b) the building has a supervised sprinkler system in
conformance with Sentence 3.2.4.10.(3), and
(c) the sprinkler system is connected to the fire department in
conformance with Sentence 3.2.4.8.(4).
|
11 |
Construction of Exposing
Building Face Article 3.2.3.7. of Division B, Article 9.10.14.5. of Division B The
exposing building face is required to have a fire resistance
rating and/or be of noncombustible construction.
|
Exposing building face is not required to have a
fire resistance rating if the building is sprinklered. Also, the
exposing building face is not required to be of noncombustible
construction if it is protected by an exterior sprinkler system
conforming to NFPA 13.
|
12 |
Roof Covering
Rating Sentence 3.1.15.2.(1) Class A, B or C roof covering
in conformance with CAN/ULC-S107 required.
|
For existing roofs not covered by a Class A, B
or C roofing a manually operated deluge system in accordance
with NFPA 13 is permitted.
|
13 |
Smoke Alarms Sentence 3.2.4.20.(5), Sentence 3.2.4.21.(6), Sentence 9.10.19.4.(1) Smoke alarms are required to be connected
to an electric circuit.
|
Smoke alarms may be battery operated in single
family homes only.
|
14 |
Interconnected Floor
Space Subsection 3.2.8. of Division B, Sentence 9.10.1.3.(6)
|
1. Open stairs in buildings of maximum 4 storeys
in building height need not comply with Subsection 3.2.8.,
provided (a) the building contains a Group C or D
occupancy, (b) the building is sprinklered with
fast-response sprinklers, (c) corridors opening into the
interconnected floor space are separated from the interconnected
floor space by a fire separation with the rating required for
the corridor, and (d) smoke detectors are installed in the
rooms opening into the interconnected floor space and the smoke
detectors are connected to the fire alarm system. 2. Open
stairs in buildings of maximum 3 storeys in building height, or
first 2 storeys and basement, need not comply with Subsection 3.2.8. of Division B, provided: (a) the building contains a Group C or D
occupancy, (b) the building is sprinklered with fast
response sprinklers, (c) smoke detectors are installed in
the rooms opening into the interconnected floor space and the
smoke detectors are connected to the fire alarm system, and
(d) at least one means of egress is not through the
interconnected floor space.
|
15 |
Separation of
Suites Article 3.3.1.1. of Division B, Article 9.10.9.13. of Division B, Article 9.10.9.14. of Division B Suites are required to be separated from adjoining
suites by 3/4 h or 1 h rated fire separations.
|
Existing fire separations of 1/2 h, such as wood
lath and plaster in good condition, are acceptable in
sprinklered buildings not exceeding 6 storeys in building
height.
|
16 |
Corridor fire
separation Article 3.3.1.4. of Division B, Article 9.10.9.15. of Division B Public
corridors are required to be separated from the remainder of the
building by a fire separation having a fire resistance rating of
at least 3/4 h.
|
Existing corridors with 1/2 h fire resistance
ratings, such as wood lath and plaster in good condition, are
acceptable in residential occupancies provided the
building: (a) does not exceed 6 storeys in building height,
and (b) is fully sprinklered with fast response
sprinklers.
|
17 |
Corridor Width Article 3.3.1.9. of Division B and Subsection 3.4.3. of Division B, Article 9.9.3.3. of Division B Public corridors and exit corridors are permitted to
have a minimum width of 1 100 mm.
|
Public corridors and exit corridors are
permitted with a minimum width of 800 mm provided: (a) the
occupant load of the building is maximum 20 people, and (b)
the building does not exceed 3 storeys in building
height.
|
18 |
Door Swing Article 3.3.1.10. of Division B and Article 3.4.6.2. of Division B, Article 9.9.6.5. of Division B Doors required to swing in the direction of exit
travel.
|
2nd egress door from a room is not required to
swing in the direction of exit travel provided: (a) the
building is sprinklered and the system is supervised in
conformance with Sentence 3.2.4.10.(3), and
(b) the occupant load of the building is maximum 100
people.
|
19 |
Stairs, Ramps, Handrails
and Guards Article 3.3.1.14. of Division B, Article 3.3.1.16. of Division B, Article 3.3.1.18. of Division B, Articles 3.4.6.4. of Division B to 3.4.6.6. of Division B, Section 9.8. of Division B
|
Existing conditions that do not comply fully
with the requirements are permitted if they are acceptable to
the authority having jurisdiction.
|
20 |
Transparent Doors and
Panels Article 3.3.1.19. of Division B, Article 9.6.1.4. of Division B Glass in
doors and sidelights are required to be protected by guards and
to be safety glass.
|
Existing glass or transparent panels that do not
comply fully with the requirements are permitted if sufficiently
discernible or guards are provided in hazardous
situations.
|
21 |
Dead-end
Corridors Sentence 3.3.1.9.(7), Article 9.9.7.3. of Division B Dead-end
corridors are permitted to a maximum length of 6 m.
|
1. Dead-end corridors are permitted to a maximum
length of 10 m in Group C occupancies provided: (a) the
building is sprinklered with fast response sprinklers, and
(b) smoke detectors are installed in the corridor system.
2. Dead-end corridors are permitted to a maximum of 15 m in
length in Group D, E, F2 and F3 occupancies provided: (a)
the building is sprinklered with fast response sprinklers,
and (b) smoke detectors are installed in the corridor
system.
|
22 |
Exits Article 3.4.2.1. of Division B, Article 9.9.8.2. of Division B Floor areas
shall be served by not fewer than 2 exits except as permitted by
Sentence 3.4.2.1.(2).
|
Floor areas may be served by a single exit
within the limits of Sentence 3.4.2.1.(2)
provided: (a) the building does not exceed 3 storeys in
building height, (b) the building is sprinklered with fast
response sprinklers, and (c) all floor areas are protected
by a system of smoke detectors connected to a fire alarm
system.
|
23 |
Reduction of Exit
Width Sentence 3.4.3.3.(2), Article 9.9.6.1. of Division B Swinging
doors in their swing shall not reduce the effective width of
exit stairs and landings to less than 750 mm.
|
Existing swinging doors in their swing are
permitted to reduce the effective width of exit stairs and
landings to a minimum of 550 mm provided: (a) they serve
Group C or D occupancies, (b) the building does not exceed
4 storeys in building height, and (c) the building is
sprinklered.
|
24 |
Fire Separation of
Exits Article 3.4.4.1. of Division B, Subsection 9.9.4. of Division B Exits are
required to be separated from the remainder of the floor area by
a fire separation having a fire-resistance rating of not less
than 3/4h.
|
1. Buildings of 3 storeys or less may have exits
that are separated by a fire separation that does not have a
fire-resistance rating provided: (a) the building is
sprinklered with fast response sprinklers, and (b) the
sprinkler system is supervised in accordance with Sentence 3.2.4.9.(2). 2. Buildings not exceeding 6
storeys in building height may have exits that are separated by
a 3/4 h fire separation provided the building is
sprinklered.
|
25 |
Exits Through
Lobbies Article 3.4.4.2. of Division B, Article 9.9.8.5. of Division B Rooms
adjacent to the lobby are required to be separated by a fire
separation.
|
Rooms adjacent to the lobby are not required to
be separated by a fire separation provided: (a) the floor
area is sprinklered with fast response sprinklers, and (b)
smoke detectors are installed in the adjacent rooms.
|
26 |
Rooms Opening into
Exit Sentence 3.4.4.4.(7), Article 9.9.5.9. of Division B Service
rooms and ancillary rooms are not permitted to open directly
into an exit.
|
Service rooms and ancillary rooms may open
directly into an exit provided: (a) the room is sprinklered
with fast response sprinklers, and (b) weatherstripping is
installed on the door to prevent the passage of smoke.
|
27 |
Illumination of Exit
Signs Sentence 3.4.5.1.(2) to 3.4.5.1.(4), Sentence 9.9.11.3.(2)Sentence to 9.9.11.3.(6)
9.9.11.2.(2)to (4)
Exit signs are required to be
illuminated continuously while the building is occupied.
|
Where exit signage may compromise historic
appearances, or authenticity of displays, exit signs may be
installed to light only on an emergency condition, such as by
the fire alarm system or due to power failure.
|
28 |
Clearance from Exit
Doors Sentence 3.4.6.11.(1), Article 9.9.6.6. of Division B Stair risers shall not be
closer than 300 mm from an exit door.
|
Except as permitted in Sentences 3.4.6.10.(2) or 9.9.6.6.(2), existing exit doors shall not
extend beyond the first riser.
|
29 |
Fire Escapes Subsection 3.4.7. of Division B, Sentence 9.9.2.1.(2) Fire
escapes are required to conform to Subsection 3.4.7. of Division B
|
Existing fire escapes that do not completely
conform to Subsection 3.4.7. of Division B. are acceptable provided: (a)
the fire escapes are acceptable and (b) the building is
sprinklered.
|
30 |
Fire Escape
Construction Article 3.4.7.2. of Division B, Sentence 9.9.2.1.(2)
|
Existing combustible fire escapes are permitted
if the building is permitted to be of combustible construction
by Part 3 of Division B, Part 9 of Division B or by these
Compliance Tables.
|
31 |
Protection of Fire
Escapes Article 3.4.7.4. of Division B, Sentence 9.9.2.1.(2)
Openings in the exterior wall adjacent to the fire escape are
required to be protected by closures.
|
Existing openings in the exterior wall adjacent
to the fire escape are not required to be protected by closures
provided: (a) the building is sprinklered, and (b) a
sprinkler head is located within 1.5 m of the opening required
to be protected by Article 3.4.7.4. of Division B
|
32 |
Vertical Service
Space Article 3.6.3.1. of Division B Vertical service spaces are
required to be separated from the adjacent floor area by a rated
fire separation.
|
Existing vertical service spaces that do not
completely conform to the rated fire separation requirements are
acceptable provided the vertical service spaces are
sprinklered.
|
33 |
Height and Area of
Rooms Subsection 3.7.1. of Division B, Section 9.5. of Division B The
height and area of rooms are required to comply to minimum
dimension requirements.
|
Existing rooms are not required to comply to the
minimum dimension requirements of Subsection 3.7.1. of Division B or Section 9.5. of Division B
|
34 |
Washroom
Requirements Subsection 3.7.2. of Division B, Section 9.31. of Division B
Buildings are required to be provided with a minimum number of
washroom fixtures.
|
Existing facilities are not required to
completely comply to the requirements of Subsection 3.7.2. of Division B or Section 9.31. of Division B provided it is acceptable to the
authority having jurisdiction.
|
35 |
Access for Persons with
Disabilities Section 3.8. of Division B
|
Article 3.8.4.5. of Division B shall
apply to existing buildings.
|
36 |
Seismic Anchorage of
Exterior Decoration Subsection 4.1.8. of Division B
|
Existing exterior decorations are not required
to fully comply to the anchorage requirements of Subsection 4.1.8. of Division B provided: (a) adequate means of protection is provided,
or (b) there is no exposure to the public.
|
37 |
Mechanical
Systems Part 6 of Division B
and Part 7 of Division B
|
Existing mechanical systems in buildings are not
required to fully comply to the requirements of Parts 6 of Division B or 7 of Division B provided: (a) it is not an unsafe
condition and (b) it is acceptable to the authority having
jurisdiction.
|
A-1.1.1.2.(1)A-1.1.1.1.(1) Application to Existing Buildings
This Code is most often applied to existing or relocated buildings when an owner
wishes to rehabilitate a building, change its use, or build an addition, or when an
enforcement authority decrees that a building or class of buildings be altered for
reasons of public safety. It is not intended that the British Columbia Building Code
NBC be used to enforce the retrospective application of new requirements to existing
buildings or existing portions of relocated buildings, unless specifically required
by local regulations or bylaws. For example, although the British Columbia Fire Code
NFC could be interpreted to require the installation of fire alarm, standpipe and hose,
and automatic sprinkler systems in an existing building for which there were no
requirements at the time of construction, it is the intent that the British Columbia
Fire Code shouldof the CCBFC that the NFC not be applied in this manner to these buildings unless the
authority having jurisdiction has determined that there is an inherent threat to
occupant safety and has issued an order to eliminate the unsafe condition, or where
substantial changes or additions are being made to an existing building or the
occupancy has been changed. (See also Appendix Note A-1.1.1.1.(1) of Division A of
the British Columbia Fire Code.)NFC.)
Relocated buildings that have been in use in another location for a number of
years can be considered as existing buildings, in part, and the same analytical
process can be applied as for existing buildings. It should be noted, however, that
a change in occupancy may affect some requirements (e.g. loads and fire separations)
and relocation to an area with different wind, snow or earthquake loads will require
the application of current code requirements. Depending on the construction of the
building and the changes in load, structural modifications may be required.
Similarly, parts of a relocated or existing building that are reconstructed, such
as
foundations and basements, or parts being modified are required to be built to
current codes.
Whatever the reason, Code application to existing or relocated buildings requires
careful consideration of the level of safety needed for that building. This
consideration involves an analytical process similar to that required to assess
alternative design proposals for new construction. See Clause 1.2.1.1.(1)(b) and its Appendix Note for information on achieving
compliance with the Code using alternative solutions.
In developing Code requirements for new buildings, consideration has been given to
the cost they impose on a design in relation to the perceived benefits in terms of
safety. The former is definable; the latter difficult to establish on a quantitative
basis. In applying the Code requirements to an existing building, the benefits
derived are the same as in new buildings. On the other hand, the increased cost of
implementing in an existing building a design solution that would normally be
intended for a new building may be prohibitive.
The successful application of Code requirements to existing construction becomes a
matter of balancing the cost of implementing a requirement with the relative
importance of that requirement to the overall Code objectives. The degree to which
any particular requirement can be relaxed without affecting the intended level of
safety of the Code requires considerable judgment on the part of both the designer
and the authority having jurisdiction.
Further information on the application of Code requirements to existing or
relocated buildings may be found in the following publications:
- User's Guide - NBC 1995, Fire Protection, Occupant Safety
and Accessibility (Part 3)
- Guidelines for Application of Part 3 of the National
Building Code of Canada to Existing Buildings
- “Commentary L, Application of NBC Part 4 of Division B
for the Structural Evaluation and Upgrading of Existing Buildings” of
the User's Guide - NBC 2010, Structural Commentaries (Part 4 of Division
B)
- User's Guide - NBC 1995, Application of Part 9 to Existing
Buildings
- CBD 230, “Applying Building Codes to Existing Buildings”
These publications can be ordered through Client Services, Institute for Research
in Construction, National Research Council of Canada, Ottawa, Ontario K1A 0R6, or
through the Web site at
www.nationalcodes.nrc.gc.cawww.nationalcodes.ca.
Heritage Buildings
Many local governments have identified conservation of selected heritage
properties, or protection of the heritage character of certain areas, as being
community planning objectives. The Province's planning objectives and growth
strategy encourage and support local government in this effort. The key is to
find ways to make restoration and rehabilitation of heritage buildings
economically viable for the properties' owners.
It is generally recognized that the present British Columbia Building Code was
primarily written for new construction and provides for a performance level that
is significantly higher than what exists with many older buildings. To apply
present Code provisions to existing buildings is, in many cases, impractical and
with heritage buildings may compromise historic appearances or authenticity.
Therefore, the Table of Alternate Compliance Methods for Heritage Buildings was
developed to provide alternate methods for complying with the performance level
intended by the Code. The use of sprinklers is advocated as one of the primary
methods in assuring this performance level for heritage buildings. Sprinkler
systems not only control the fire, which aids evacuation, but also provides the
added benefit of protecting the building from possible destruction by
fire.
The Table of Alternative Compliance Methods for Heritage Buildings represents
some of the ways that restoration and rehabilitation of heritage buildings can
be facilitated without compromising the objectives of the Code. Only buildings
which have been identified by the provincial or a local government are included
in the definition of “heritage building.” For these buildings,
conservation is also a public objective. Heritage buildings often offer unique
problems and opportunities, and each situation must be assessed
individually.
The use of the Alternate Compliance Methods in Table
A-1.1.1.2.(1) is not mandatory, and an owner may choose
- to apply acceptable solutions in Division B,
- to apply alternate solutions under Clause
1.2.1.1.(1)(b),
- to apply alternate compliance methods in Table
A-1.1.1.2., or
- to combine these options.
Table Alternate Compliance Methods for Heritage Buildings |
No. |
Code Requirement in
Division B |
Alternate Compliance
Method |
1 |
Fire
Separations Sentence 3.1.3.1.(1) and Table 3.1.3.1. of Division B, Subsection 9.10.9. of Division B 2 h fire separation required
between some major occupancies.
|
Except for F1 occupancies, 1 h fire separation
is acceptable, provided the building is sprinklered.
|
2 |
Fire
Separations Sentence 3.1.3.1.(1) and Table 3.1.3.1. of Division B, Subsection 9.10.9. of Division B 1 h fire separation required
between some major occupancies.
|
1/2 h fire separation is acceptable if the
building is sprinklered.
|
3 |
Noncombustible
Construction Subsection 3.1.5. of Division B and Article 9.10.6.1. of Division B All
materials used in noncombustible construction must be
noncombustible unless otherwise permitted.
|
1. Roofs may be of combustible construction
provided the building is sprinklered. 2. Up to 10% gross
floor area to a maximum of 10% of any one floor area may be of
combustible construction provided the building is
sprinklered.
|
4 |
Fire-resistance
Rating Sentence 3.1.7.1.(1), Article 9.10.3.1. of Division B Where a
material, assembly of materials or structural member is required
to have a fire resistance rating it shall be tested in
accordance with CAN/ULC-S101
|
A fire-resistance rating may also be used based
on: (a) HUD No. 8 Guideline on Fire Ratings of Archaic
Materials and Assemblies., (b) Fire Endurance of Protected
Steel Columns and Beams, DBR Technical Paper No. 194., (c)
Fire Endurance of Unit Masonry Walls, DBR Technical Paper No.
207., (d) Fire Endurance of Light-Framed and Miscellaneous
Assemblies, DBR Technical Paper No. 222.
|
5 |
Rating of Supporting
Construction Article 3.1.7.5. of Division B, Article 9.10.8.3. of Division B Supporting
assemblies to have fire resistance rating at least equivalent to
that of the supported floor.
|
Heavy timber construction is permitted to have a
fire resistance rating less than would be required by the Code
provided the building: (a) is sprinklered, and (b)
does not exceed 6 storeys in building height.
|
6 |
Continuity Of Fire
Separations Sentence 3.1.8.3.(1) and Sentence 3.1.8.3.(2), Article 9.10.9.2. of Division B Fire separations are required to be continuous above the
ceiling space.
|
Fire separations are not required to be
continuous above a ceiling space where (a) the ceiling
space is non-combustible construction, (b) both fire
compartments are sprinklered, or (c) the ceiling has a
minimum rating of 30 minutes.
|
7 |
Wired Glass Sentences 3.1.8.5.(1) and 3.1.8.14.(2), Articles 9.10.13.1. of Division B and 9.10.13.5. of Division B 6 mm wired glass in steel frame
required in fire separations.
|
For fixed transoms or sidelights, 6 mm wired
glass fixed to a wood frame of at least 50 mm thickness with
steel stops is permitted in a required fire separation.
|
8 |
Mezzanines Sentences 3.2.1.1.(3) to Sentence 3.2.1.1.(6),
Article 9.10.4.1. of Division B Mezzanines enclosing more than
10% above the horizontal plane are considered as storey in
building height.
|
Enclosed mezzanines may be up to 40% of the
storey in which they occur and not be considered a storey in
building height if the building is sprinklered.
|
9 |
Building
Height Articles 3.2.2.20. of Division B to Article 3.2.2.8. of Division B
Noncombustible construction required for buildings over 3
storeys in building height.
|
Buildings may be of combustible construction up
to 6 storeys provided: (a) the building is
sprinklered, (b) the building contains Group C, D, E, F2 or
F3 occupancies, and (c) floor assemblies not required to
exceed 1 h fire separation requirements may be of heavy timber
construction.
|
10 |
Spatial
Separation Subsection 3.2.3. of Division B, Subsection 9.10.14. of Division B The area of
unprotected opening shall not exceed the limits in Tables 3.2.3.1.A of Division B to
Table 3.2.3.1.E of Division B
|
The area of unprotected opening is not limited
provided: (a) the limiting distance is a minimum 1 m,
(b) the building has a supervised sprinkler system in
conformance with Sentence 3.2.4.10.(3), and
(c) the sprinkler system is connected to the fire department in
conformance with Sentence 3.2.4.8.(4).
|
11 |
Construction of Exposing
Building Face Article 3.2.3.7. of Division B, Article 9.10.14.5. of Division B The
exposing building face is required to have a fire resistance
rating and/or be of noncombustible construction.
|
Exposing building face is not required to have a
fire resistance rating if the building is sprinklered. Also, the
exposing building face is not required to be of noncombustible
construction if it is protected by an exterior sprinkler system
conforming to NFPA 13.
|
12 |
Roof Covering
Rating Sentence 3.1.15.2.(1) Class A, B or C roof covering
in conformance with CAN/ULC-S107 required.
|
For existing roofs not covered by a Class A, B
or C roofing a manually operated deluge system in accordance
with NFPA 13 is permitted.
|
13 |
Smoke Alarms Sentence 3.2.4.20.(5), Sentence 3.2.4.21.(6), Sentence 9.10.19.4.(1) Smoke alarms are required to be connected
to an electric circuit.
|
Smoke alarms may be battery operated in single
family homes only.
|
14 |
Interconnected Floor
Space Subsection 3.2.8. of Division B, Sentence 9.10.1.3.(6)
|
1. Open stairs in buildings of maximum 4 storeys
in building height need not comply with Subsection 3.2.8.,
provided (a) the building contains a Group C or D
occupancy, (b) the building is sprinklered with
fast-response sprinklers, (c) corridors opening into the
interconnected floor space are separated from the interconnected
floor space by a fire separation with the rating required for
the corridor, and (d) smoke detectors are installed in the
rooms opening into the interconnected floor space and the smoke
detectors are connected to the fire alarm system. 2. Open
stairs in buildings of maximum 3 storeys in building height, or
first 2 storeys and basement, need not comply with Subsection 3.2.8. of Division B, provided: (a) the building contains a Group C or D
occupancy, (b) the building is sprinklered with fast
response sprinklers, (c) smoke detectors are installed in
the rooms opening into the interconnected floor space and the
smoke detectors are connected to the fire alarm system, and
(d) at least one means of egress is not through the
interconnected floor space.
|
15 |
Separation of
Suites Article 3.3.1.1. of Division B, Article 9.10.9.13. of Division B, Article 9.10.9.14. of Division B Suites are required to be separated from adjoining
suites by 3/4 h or 1 h rated fire separations.
|
Existing fire separations of 1/2 h, such as wood
lath and plaster in good condition, are acceptable in
sprinklered buildings not exceeding 6 storeys in building
height.
|
16 |
Corridor fire
separation Article 3.3.1.4. of Division B, Article 9.10.9.15. of Division B Public
corridors are required to be separated from the remainder of the
building by a fire separation having a fire resistance rating of
at least 3/4 h.
|
Existing corridors with 1/2 h fire resistance
ratings, such as wood lath and plaster in good condition, are
acceptable in residential occupancies provided the
building: (a) does not exceed 6 storeys in building height,
and (b) is fully sprinklered with fast response
sprinklers.
|
17 |
Corridor Width Article 3.3.1.9. of Division B and Subsection 3.4.3. of Division B, Article 9.9.3.3. of Division B Public corridors and exit corridors are permitted to
have a minimum width of 1 100 mm.
|
Public corridors and exit corridors are
permitted with a minimum width of 800 mm provided: (a) the
occupant load of the building is maximum 20 people, and (b)
the building does not exceed 3 storeys in building
height.
|
18 |
Door Swing Article 3.3.1.10. of Division B and Article 3.4.6.2. of Division B, Article 9.9.6.5. of Division B Doors required to swing in the direction of exit
travel.
|
2nd egress door from a room is not required to
swing in the direction of exit travel provided: (a) the
building is sprinklered and the system is supervised in
conformance with Sentence 3.2.4.10.(3), and
(b) the occupant load of the building is maximum 100
people.
|
19 |
Stairs, Ramps, Handrails
and Guards Article 3.3.1.14. of Division B, Article 3.3.1.16. of Division B, Article 3.3.1.18. of Division B, Articles 3.4.6.4. of Division B to 3.4.6.6. of Division B, Section 9.8. of Division B
|
Existing conditions that do not comply fully
with the requirements are permitted if they are acceptable to
the authority having jurisdiction.
|
20 |
Transparent Doors and
Panels Article 3.3.1.19. of Division B, Article 9.6.1.4. of Division B Glass in
doors and sidelights are required to be protected by guards and
to be safety glass.
|
Existing glass or transparent panels that do not
comply fully with the requirements are permitted if sufficiently
discernible or guards are provided in hazardous
situations.
|
21 |
Dead-end
Corridors Sentence 3.3.1.9.(7), Article 9.9.7.3. of Division B Dead-end
corridors are permitted to a maximum length of 6 m.
|
1. Dead-end corridors are permitted to a maximum
length of 10 m in Group C occupancies provided: (a) the
building is sprinklered with fast response sprinklers, and
(b) smoke detectors are installed in the corridor system.
2. Dead-end corridors are permitted to a maximum of 15 m in
length in Group D, E, F2 and F3 occupancies provided: (a)
the building is sprinklered with fast response sprinklers,
and (b) smoke detectors are installed in the corridor
system.
|
22 |
Exits Article 3.4.2.1. of Division B, Article 9.9.8.2. of Division B Floor areas
shall be served by not fewer than 2 exits except as permitted by
Sentence 3.4.2.1.(2).
|
Floor areas may be served by a single exit
within the limits of Sentence 3.4.2.1.(2)
provided: (a) the building does not exceed 3 storeys in
building height, (b) the building is sprinklered with fast
response sprinklers, and (c) all floor areas are protected
by a system of smoke detectors connected to a fire alarm
system.
|
23 |
Reduction of Exit
Width Sentence 3.4.3.3.(2), Article 9.9.6.1. of Division B Swinging
doors in their swing shall not reduce the effective width of
exit stairs and landings to less than 750 mm.
|
Existing swinging doors in their swing are
permitted to reduce the effective width of exit stairs and
landings to a minimum of 550 mm provided: (a) they serve
Group C or D occupancies, (b) the building does not exceed
4 storeys in building height, and (c) the building is
sprinklered.
|
24 |
Fire Separation of
Exits Article 3.4.4.1. of Division B, Subsection 9.9.4. of Division B Exits are
required to be separated from the remainder of the floor area by
a fire separation having a fire-resistance rating of not less
than 3/4h.
|
1. Buildings of 3 storeys or less may have exits
that are separated by a fire separation that does not have a
fire-resistance rating provided: (a) the building is
sprinklered with fast response sprinklers, and (b) the
sprinkler system is supervised in accordance with Sentence 3.2.4.9.(2). 2. Buildings not exceeding 6
storeys in building height may have exits that are separated by
a 3/4 h fire separation provided the building is
sprinklered.
|
25 |
Exits Through
Lobbies Article 3.4.4.2. of Division B, Article 9.9.8.5. of Division B Rooms
adjacent to the lobby are required to be separated by a fire
separation.
|
Rooms adjacent to the lobby are not required to
be separated by a fire separation provided: (a) the floor
area is sprinklered with fast response sprinklers, and (b)
smoke detectors are installed in the adjacent rooms.
|
26 |
Rooms Opening into
Exit Sentence 3.4.4.4.(7), Article 9.9.5.9. of Division B Service
rooms and ancillary rooms are not permitted to open directly
into an exit.
|
Service rooms and ancillary rooms may open
directly into an exit provided: (a) the room is sprinklered
with fast response sprinklers, and (b) weatherstripping is
installed on the door to prevent the passage of smoke.
|
27 |
Illumination of Exit
Signs Sentence 3.4.5.1.(2) to 3.4.5.1.(4), Sentence 9.9.11.3.(2) to 9.9.11.3.(6) Exit signs are required to be
illuminated continuously while the building is occupied.
|
Where exit signage may compromise historic
appearances, or authenticity of displays, exit signs may be
installed to light only on an emergency condition, such as by
the fire alarm system or due to power failure.
|
28 |
Clearance from Exit
Doors Sentence 3.4.6.11.(1), Article 9.9.6.6. of Division B Stair risers shall not be
closer than 300 mm from an exit door.
|
Except as permitted in Sentences 3.4.6.10.(2) or 9.9.6.6.(2), existing exit doors shall not
extend beyond the first riser.
|
29 |
Fire Escapes Subsection 3.4.7. of Division B, Sentence 9.9.2.1.(2) Fire
escapes are required to conform to Subsection 3.4.7. of Division B
|
Existing fire escapes that do not completely
conform to Subsection 3.4.7. of Division B. are acceptable provided: (a)
the fire escapes are acceptable and (b) the building is
sprinklered.
|
30 |
Fire Escape
Construction Article 3.4.7.2. of Division B, Sentence 9.9.2.1.(2)
|
Existing combustible fire escapes are permitted
if the building is permitted to be of combustible construction
by Part 3 of Division B, Part 9 of Division B or by these
Compliance Tables.
|
31 |
Protection of Fire
Escapes Article 3.4.7.4. of Division B, Sentence 9.9.2.1.(2)
Openings in the exterior wall adjacent to the fire escape are
required to be protected by closures.
|
Existing openings in the exterior wall adjacent
to the fire escape are not required to be protected by closures
provided: (a) the building is sprinklered, and (b) a
sprinkler head is located within 1.5 m of the opening required
to be protected by Article 3.4.7.4. of Division B
|
32 |
Vertical Service
Space Article 3.6.3.1. of Division B Vertical service spaces are
required to be separated from the adjacent floor area by a rated
fire separation.
|
Existing vertical service spaces that do not
completely conform to the rated fire separation requirements are
acceptable provided the vertical service spaces are
sprinklered.
|
33 |
Height and Area of
Rooms Subsection 3.7.1. of Division B, Section 9.5. of Division B The
height and area of rooms are required to comply to minimum
dimension requirements.
|
Existing rooms are not required to comply to the
minimum dimension requirements of Subsection 3.7.1. of Division B or Section 9.5. of Division B
|
34 |
Washroom
Requirements Subsection 3.7.2. of Division B, Section 9.31. of Division B
Buildings are required to be provided with a minimum number of
washroom fixtures.
|
Existing facilities are not required to
completely comply to the requirements of Subsection 3.7.2. of Division B or Section 9.31. of Division B provided it is acceptable to the
authority having jurisdiction.
|
35 |
Access for Persons with
Disabilities Section 3.8. of Division B
|
Article 3.8.4.5. of Division B shall
apply to existing buildings.
|
36 |
Seismic Anchorage of
Exterior Decoration Subsection 4.1.8. of Division B
|
Existing exterior decorations are not required
to fully comply to the anchorage requirements of Subsection 4.1.8. of Division B provided: (a) adequate means of protection is provided,
or (b) there is no exposure to the public.
|
37 |
Mechanical
Systems Part 6 of Division B
and Part 7 of Division B
|
Existing mechanical systems in buildings are not
required to fully comply to the requirements of Parts 6 of Division B or 7 of Division B provided: (a) it is not an unsafe
condition and (b) it is acceptable to the authority having
jurisdiction.
|
If a building design (e.g. material, component, assembly or system) can be shown
to meet all provisions of the applicable acceptable solutions in Division B (e.g.
it
complies with the applicable provisions of a referenced standard), it is deemed to
have satisfied the objectives and functional statements linked to those provisions
and thus to have complied with that part of the Code. In fact, if it can be
determined that a design meets all the applicable acceptable solutions in Division
B, there is no need to consult the objectives and functional statements in Division
A to determine its compliance.
Where a design differs from the acceptable solutions in Division B, then it should
be treated as an “alternative solution.” A proponent of an alternative solution must
demonstrate that the alternative solution addresses the same issues as the
applicable acceptable solutions in Division B and their attributed objectives and
functional statements. However, because the objectives and functional statements are
entirely qualitative, demonstrating compliance with them in isolation is not
possible. Therefore,
Clause 1.2.1.1.(1)(b) identifies the principle that Division B establishes the quantitative performance targets that alternative
solutions must meet. In many cases, these targets are not defined very precisely by
the acceptable solutions—certainly far less precisely than would be the case with
a
true performance code, which would have quantitative performance targets and
prescribed methods of performance measurement for all aspects of building
performance. Nevertheless,
Clause 1.2.1.1.(1)(b) makes it clear that an effort must be made to demonstrate that an alternative solution will perform as well as a design that would satisfy the
applicable acceptable solutions in Division B—not “well enough” but “as well
as.”
In this sense, it is Division B that defines the boundaries between acceptable
risks and the “unacceptable” risks referred to in the statements of the Code's
objectives, i.e. the risk remaining once the applicable acceptable solutions in
Division B have been implemented represents the residual level of risk deemed to be
acceptable by the broad base of Canadians who have taken part in the consensus
process used to develop the Code.
Level of Performance
Where Division B offers a choice between several possible designs, it is likely
that these designs may not all provide exactly the same level of performance. Among
a number of possible designs satisfying acceptable solutions in Division B, the
design providing the lowest level of performance should generally be considered to
establish the minimum acceptable level of performance to be used in evaluating
alternative solutions for compliance with the Code.
Sometimes a single design will be used as an alternative solution to several sets
of acceptable solutions in Division B. In this case, the level of performance
required of the alternative solution should be at least equivalent to the overall
level of performance established by all the applicable sets of acceptable solutions
taken as a whole.
Each provision in Division B has been analyzed to determine to what it applies and
what it is intended to achieve. The resultant application and intent statements
clarify what undesirable results each provision seeks to preclude. These statements
are not a legal component of the Code, but are advisory in nature, and can help Code
users establish performance targets for alternative solutions. They are published
as a separate document entitled “Supplement to the
NBC 2010: Application and Intent Statements,” which is available on-line at
www.nationalcodes.nrc.gc.ca
.
Areas of Performance
A subset of the acceptable solutions in Division B may establish criteria for
particular types of designs (e.g. certain types of materials, components,
assemblies, or systems). Often such subsets of acceptable solutions are all
attributed to the same objective: Fire Safety for example. In some cases, the
designs that are normally used to satisfy this subset of acceptable solutions might
also provide some benefits that could be related to some other objective: Fire
Protection of the Building for example. However, if none of the applicable
acceptable solutions are linked to Objective OP1, Fire Protection of the Building,
it is not necessary that alternative solutions proposed to replace these acceptable
solutions provide a similar benefit related to Fire Protection of the Building. In
other words, the acceptable solutions in Division B establish acceptable levels of
performance for compliance with the Code only in those areas defined by the
objectives and functional statements attributed to the acceptable solutions.
Applicable Acceptable Solutions
In demonstrating that an alternative solution will perform as well as a design
that would satisfy the applicable acceptable solutions in Division B, its evaluation
should not be limited to comparison with the acceptable solutions to which an
alternative is proposed. It is possible that acceptable solutions elsewhere in the
Code also apply. The proposed alternative solution may be shown to perform as well
as the most apparent acceptable solution which it is replacing but may not perform
as well as other relevant acceptable solutions. For example, an innovative sheathing
material may perform adequately as sheathing in a wall system that is braced by
other means but may not perform adequately as sheathing in a wall system where the
sheathing must provide the structural bracing. All applicable acceptable solutions
should be taken into consideration in demonstrating the compliance of an alternative
solution.

NC2010 2010-01-01 R1
A-1.2.1.1.(1)(b) Code Compliance via Alternative Solutions
Where a design differs from the acceptable solutions in Division B, then it should
be treated as an “alternative solution.” A proponent of an alternative solution must
demonstrate that the alternative solution addresses the same issues as the
applicable acceptable solutions in Division B and their attributed objectives and
functional statements. However, because the objectives and functional statements are
entirely qualitative, demonstrating compliance with them in isolation is not
possible. Therefore, Clause 1.2.1.1.(1)(b) identifies the principle
that Division B establishes the quantitative performance targets that alternative
solutions must meet. In many cases, these targets are not defined very precisely by
the acceptable solutions—certainly far less precisely than would be the case with
a
true performance code, which would have quantitative performance targets and
prescribed methods of performance measurement for all aspects of building
performance. Nevertheless, Clause 1.2.1.1.(1)(b) makes it clear that an effort must be made to demonstrate
that an alternative solution will perform as well as a design that would satisfy the
applicable acceptable solutions in Division B—not “well enough” but “as well
as.”
In this sense, it is Division B that defines the boundaries between acceptable
risks and the “unacceptable” risks referred to in the statements of the Code's
objectives, i.e. the risk remaining once the applicable acceptable solutions in
Division B have been implemented represents the residual level of risk deemed to be
acceptable by the broad base of Canadians who have taken part in the consensus
process used to develop the Code.
Level of Performance
Where Division B offers a choice between several possible designs, it is likely
that these designs may not all provide exactly the same level of performance. Among
a number of possible designs satisfying acceptable solutions in Division B, the
design providing the lowest level of performance should generally be considered to
establish the minimum acceptable level of performance to be used in evaluating
alternative solutions for compliance with the Code.
Sometimes a single design will be used as an alternative solution to several sets
of acceptable solutions in Division B. In this case, the level of performance
required of the alternative solution should be at least equivalent to the overall
level of performance established by all the applicable sets of acceptable solutions
taken as a whole.
Each provision in Division B has been analyzed to determine to what it applies and
what it is intended to achieve. The resultant application and intent statements
clarify what undesirable results each provision seeks to preclude. These statements
are not a legal component of the Code, but are advisory in nature, and can help Code
users establish performance targets for alternative solutions. They are published
[...] as a separate document entitled “Supplement to the
NBC 2010: Application and Intent Statements,” which is available on-line at
www.nationalcodes.nrc.gc.cawww.nationalcodes.ca.
Areas of Performance
A subset of the acceptable solutions in Division B may establish criteria for
particular types of designs (e.g. certain types of materials, components,
assemblies, or systems). Often such subsets of acceptable solutions are all
attributed to the same objective: Fire Safety for example. In some cases, the
designs that are normally used to satisfy this subset of acceptable solutions might
also provide some benefits that could be related to some other objective: Fire
Protection of the Building for example. However, if none of the applicable
acceptable solutions are linked to Objective OP1, Fire Protection of the Building,
it is not necessary that alternative solutions proposed to replace these acceptable
solutions provide a similar benefit related to Fire Protection of the Building. In
other words, the acceptable solutions in Division B establish acceptable levels of
performance for compliance with the Code only in those areas defined by the
objectives and functional statements attributed to the acceptable solutions.
Applicable Acceptable Solutions
In demonstrating that an alternative solution will perform as well as a design
that would satisfy the applicable acceptable solutions in Division B, its evaluation
should not be limited to comparison with the acceptable solutions to which an
alternative is proposed. It is possible that acceptable solutions elsewhere in the
Code also apply. The proposed alternative solution may be shown to perform as well
as the most apparent acceptable solution which it is replacing but may not perform
as well as other relevant acceptable solutions. For example, an innovative sheathing
material may perform adequately as sheathing in a wall system that is braced by
other means but may not perform adequately as sheathing in a wall system where the
sheathing must provide the structural bracing. All applicable acceptable solutions
should be taken into consideration in demonstrating the compliance of an alternative
solution.
Sentence 1.1.1.1.(1) is not intended to imply that a person who becomes the owner
of a building must bring the entire building into compliance with the Code. The Code
applies only in the cases and to the extent specified by
Article 1.1.1.1., and the owner of a building is therefore made responsible for ensuring the building complies with the Code by Sentence 1.2.1.2.(1) only in the cases and to the extent
specified by Article 1.1.1.1. If none of the provisions in Sentence 1.1.1.1.(1)" apply
to the building, the owner is not required to make any changes to the building.

This concept relates to the provisions directly regulated by this Code and does
not apply to electrical service entrance requirements, which are regulated by other
documents.
Application of the definition of grade to stepped buildings on sloping sites often
results in such buildings being designated as being greater than 3 storeys in
building height even though there may be only 2 or 3 storeys at any one
location. The diagrams below illustrate this application compared to a similar
building on a flat site.
Under this Sentence, Building A can be considered as being 3 storeys in building
height instead of 6 storeys in building height. Both Building A and B are comparable
with regard to fire safety and egress.
This relaxation applies to the determination of building height only. All other
requirements continue to apply as appropriate.
Figure A-1.3.3.4.(2)
Application of the definition of grade

Care Occupancy
Support services rendered by or through care facility management refer to services
provided by the organization that is responsible for the care for a period exceeding
24 consecutive hours. They do not refer to services provided by residents of
dwelling units or suites, or to services arranged directly by residents of dwelling
units or suites with outside agencies.
In the context of care occupancies, these services may include a daily assessment
of the resident’s functioning, awareness of their whereabouts, the making of
appointments for residents and reminding them of those appointments, the ability and
readiness to intervene if a crisis arises for a resident, supervision in areas of
nutrition or medication, and provision of transient medical services. Services may
also include activities of daily living such as bathing, dressing, feeding, and
assistance in the use of washroom facilities, etc. No actual treatment is provided
by or through care facility management.

Exit
Exits include doors or doorways leading directly into an exit stair or directly to
the outside. In the case of an exit leading to a separate building, exits also
include vestibules, walkways, bridges or balconies.
Farm Building
Farm buildings as defined in
Article 1.4.1.2. include, but are not limited to, produce storage and packing facilities, livestock and poultry housing, milking
centres, manure storage facilities, grain bins, silos, feed preparation centres,
farm workshops, greenhouses, farm retail centres, and horse riding, exercise and
training facilities. Farm buildings may be classed as low or high human occupancy,
depending on the occupant load.
Examples of farm buildings likely to be classed as low human occupancy as defined
in Article 1.2.1.2. of the National Farm Building Code of Canada are livestock and
poultry housing, manure and machinery storage facilities and horse exercise and
training facilities where no bleachers or viewing area are provided.
Examples of farm buildings that would be classed as other than low human occupancy
include farm retail centres for feeds, horticultural and livestock produce, auction
barns and show areas where bleachers or other public facilities are provided. Farm
work centres where the number of workers frequently exceeds the limit for low human
occupancy will also be in this category.
It is possible to have areas of both high and low human occupancy in the same
building provided that the structural safety and fire separation requirements for
high human occupancy are met in the part thus designated.
Fire Separation
A fire separation may or may not have a fire-resistance rating.

Grade
Localized depressions that need not be considered in the determination of the
elevation of grade include such features as vehicle and pedestrian entrances and
other minor depressions that do not affect accessibility for firefighting or
evacuation.

Mechanically Vented
The definition of this term is intended to include all types of appliances and
venting systems that rely entirely on fans to evacuate the products of combustion.
Systems variously referred to as “forced draft,” “power vented” and “induced draft”
in standards and industry terminology may be covered by this definition. The key
characteristic of such systems is that they are more resistant to
depressurization-induced spillage of combustion products into the building in which
they are housed because the combustion venting system downstream of the fan is
“sealed,” i.e. includes no draft hood or draft control device.
Post-disaster Building
There may be circumstances where the authority having jurisdiction would choose to
exempt certain types of buildings or parts thereof from being designated as
post-disaster buildings in order to permit them to be governed by Part 9 rather than
by the rest of the Code. Such is the case in the following examples: an ambulance
that is stored at a volunteer's residence or a police station that is housed in a
small shopping mall. The circumstances where such exemptions are permitted are
intentionally limited by the definition of post-disaster building.
Public Corridor
A covered mall is considered to be a public corridor and, as such, is subject to
the same requirements as a public corridor.

Rim Joist
In the field, rim joists may also be referred to as rim boards, headers or header
joists.

Secondary Suite
DELETED.
Service Room
Typical examples of service rooms include boiler rooms, furnace rooms, incinerator
rooms, garbage handling rooms and rooms to accommodate air-conditioning or heating
appliances, pumps, compressors and electrical equipment. Rooms such as elevator
machine rooms and common laundry rooms are not considered to be service
rooms.
Storage Garage

Entrances at which vehicles stop for a short time beneath an unenclosed canopy to pick up and drop off passengers are not considered as storage garages. As a subsidiary
use, storage garages may also contain space for parking or storing other vehicles
(bicycles, boats, etc.).

Suite
Tenancy in the context of the term “suite” applies to both rental and ownership
tenure. In a condominium arrangement, for example, dwelling units are considered
separate suites even though they are individually owned. In order to be of
complementary use, a series of rooms that constitute a suite must be in reasonably
close proximity to each other and have access to each other either directly by means
of a common doorway or indirectly by a corridor, vestibule or other similar
arrangement.
The term “suite” does not apply to rooms such as service rooms, common laundry
rooms and common recreational rooms that are not leased or under a separate tenure
in the context of the Code. Similarly, the term “suite” is not normally applied in
the context of buildings such as schools and hospitals, since the entire building
is
under a single tenure. However, a room that is individually rented is considered a
suite. A warehousing unit in a mini-warehouse is a suite. A rented room in a nursing
home could be considered as a suite if the room was under a separate tenure. A
hospital bedroom on the other hand is not considered to be under a separate tenure,
since the patient has little control of that space, even though he pays the hospital
a per diem rate for the privilege of using the hospital facilities, which include
the sleeping areas.
For certain requirements in the Code, the expression “room or suite” is used
(e.g., travel distance). This means that the requirement applies within the rooms
of
suites as well as to the suite itself and to rooms that may be located outside the
suite. In other places the expression “suite, and rooms not located within a suite”
is used (e.g., for the installation of smoke and heat detectors). This means that
the requirement applies to individual suites as defined, but not to each room within
the suite. The rooms “not within a suite” would include common laundry rooms, common
recreational rooms and service rooms, which are not considered as tenant-occupied
space.

Treatment
The ability to evacuate unassisted implies that a person is capable of recognizing
and responding to an emergency given their physical, cognitive and behavioural
abilities, and able to move to a safe location without the assistance of another
person. For example, such persons must be able to arise and walk, or transfer from
a
bed or chair to a means of mobility, and leave the building or move to a safe
location on their own.
Treatment Occupancy
“Treatments” may include such things as surgery, intensive care, and emergency
medical intervention. Treatment services differ from the services provided by care
occupancies like personal care assistance or the administration of medication, and
from those provided by business and personal services occupancies like dentistry or
day procedures.


BC2012 2012-01-01 R1NC2010 2010-01-01 R1
A-1.4.1.2.(1) Defined Terms
Care Occupancy
Support services rendered by or through care facility management refer to services
provided by the organization that is responsible for the care for a period exceeding
24 consecutive hours. They do not refer to services provided by residents of
dwelling units or suites, or to services arranged directly by residents of dwelling
units or suites with outside agencies.
In the context of care occupancies, these services may include a daily assessment
of the resident’s functioning, awareness of their whereabouts, the making of
appointments for residents and reminding them of those appointments, the ability and
readiness to intervene if a crisis arises for a resident, supervision in areas of
nutrition or medication, and provision of transient medical services. Services may
also include activities of daily living such as bathing, dressing, feeding, and
assistance in the use of washroom facilities, etc. No actual treatment is provided
by or through care facility management.
Exit
Exits include doors or doorways leading directly into an exit stair or directly to
the outside. In the case of an exit leading to a separate building, exits also
include vestibules, walkways, bridges or balconies.
Farm Building
Farm buildings as defined in Article 1.4.1.2. include, but are not limited
to, produce storage and packing facilities, livestock and poultry housing, milking
centres, manure storage facilities, grain bins, silos, feed preparation centres,
farm workshops, greenhouses, farm retail centres, and horse riding, exercise and
training facilities. Farm buildings may be classed as low or high human occupancy,
depending on the occupant load.
Examples of farm buildings likely to be classed as low human occupancy as defined
in Article 1.2.1.2. of the National Farm Building Code of Canada are livestock and
poultry housing, manure and machinery storage facilities and horse exercise and
training facilities where no bleachers or viewing area are provided.
Examples of farm buildings that would be classed as other than low human occupancy
include farm retail centres for feeds, horticultural and livestock produce, auction
barns and show areas where bleachers or other public facilities are provided. Farm
work centres where the number of workers frequently exceeds the limit for low human
occupancy will also be in this category.
It is possible to have areas of both high and low human occupancy in the same
building provided that the structural safety and fire separation requirements for
high human occupancy are met in the part thus designated.
Fire Separation
A fire separation may or may not have a fire-resistance rating.
Grade
Localized depressions that need not be considered in the determination of the
elevation of grade include such features as vehicle and pedestrian entrances and
other minor depressions that do not affect accessibility for firefighting or
evacuation.
Mechanically Vented
The definition of this term is intended to include all types of appliances and
venting systems that rely entirely on fans to evacuate the products of combustion.
Systems variously referred to as “forced draft,” “power vented” and “induced draft”
in standards and industry terminology may be covered by this definition. The key
characteristic of such systems is that they are more resistant to
depressurization-induced spillage of combustion products into the building in which
they are housed because the combustion venting system downstream of the fan is
“sealed,” i.e. includes no draft hood or draft control device.
Post-disaster Building
There may be circumstances where the authority having jurisdiction would choose to
exempt certain types of buildings or parts thereof from being designated as
post-disaster buildings in order to permit them to be governed by Part 9 rather than
by the rest of the Code. Such is the case in the following examples: an ambulance
that is stored at a volunteer's residence or a police station that is housed in a
small shopping mall. The circumstances where such exemptions are permitted are
intentionally limited by the definition of post-disaster building.
Public Corridor
A covered mall is considered to be a public corridor and, as such, is subject to
the same requirements as a public corridor.
Rim Joist
In the field, rim joists may also be referred to as rim boards, headers or header
joists.
Secondary Suite
DELETED.
Service Room
Typical examples of service rooms include boiler rooms, furnace rooms, incinerator
rooms, garbage handling rooms and rooms to accommodate air-conditioning or heating
appliances, pumps, compressors and electrical equipment. Rooms such as elevator
machine rooms and common laundry rooms are not considered to be service
rooms.
Storage Garage
Entrances at which vehicles stop for a short time beneath an unenclosed canopy to
pick up and drop off passengers are not considered as storage garages. As a subsidiary use, storage garages may also contain space for parking or storing
other vehicles (bicycles, boats, etc.).
Suite
Tenancy in the context of the term “suite” applies to both rental and ownership
tenure. In a condominium arrangement, for example, dwelling units are considered
separate suites even though they are individually owned. In order to be of
complementary use, a series of rooms that constitute a suite must be in reasonably
close proximity to each other and have access to each other either directly by means
of a common doorway or indirectly by a corridor, vestibule or other similar
arrangement.
The term “suite” does not apply to rooms such as service rooms, common laundry
rooms and common recreational rooms that are not leased or under a separate tenure
in the context of the Code. Similarly, the term “suite” is not normally applied in
the context of buildings such as schools and hospitals, since the entire building
is
under a single tenure. However, a room that is individually rented is considered a
suite. A warehousing unit in a mini-warehouse is a suite. A rented room in a nursing
home could be considered as a suite if the room was under a separate tenure. A
hospital bedroom on the other hand is not considered to be under a separate tenure,
since the patient has little control of that space, even though he pays the hospital
a per diem rate for the privilege of using the hospital facilities, which include
the sleeping areas.
For certain requirements in the Code, the expression “room or suite” is used
(e.g., travel distance). This means that the requirement applies within the rooms
of
suites as well as to the suite itself and to rooms that may be located outside the
suite. In other places the expression “suite, and rooms not located within a suite”
is used (e.g., for the installation of smoke and heat detectors). This means that
the requirement applies to individual suites as defined, but not to each room within
the suite. The rooms “not within a suite” would include common laundry rooms, common
recreational rooms and service rooms, which are not considered as tenant-occupied
space.
Treatment
The ability to evacuate unassisted implies that a person is capable of recognizing
and responding to an emergency given their physical, cognitive and behavioural
abilities, and able to move to a safe location without the assistance of another
person. For example, such persons must be able to arise and walk, or transfer from
a
bed or chair to a means of mobility, and leave the building or move to a safe
location on their own.
Treatment Occupancy
“Treatments” may include such things as surgery, intensive care, and emergency
medical intervention. Treatment services differ from the services provided by care
occupancies like personal care assistance or the administration of medication, and
from those provided by business and personal services occupancies like dentistry or
day procedures.
A-1.4.1.2.(1) Defined Terms
Care Occupancy
Support services rendered by or through care facility management refer to services
provided by the organization that is responsible for the care for a period exceeding
24 consecutive hours. They do not refer to services provided by residents of
dwelling units or suites, or to services arranged directly by residents of dwelling
units or suites with outside agencies.
In the context of care occupancies, these services may include a daily assessment
of the resident’s functioning, awareness of their whereabouts, the making of
appointments for residents and reminding them of those appointments, the ability and
readiness to intervene if a crisis arises for a resident, supervision in areas of
nutrition or medication, and provision of transient medical services. Services may
also include activities of daily living such as bathing, dressing, feeding, and
assistance in the use of washroom facilities, etc. No actual treatment is provided
by or through care facility management.
Exit
Exits include doors or doorways leading directly into an exit stair or directly to
the outside. In the case of an exit leading to a separate building, exits also
include vestibules, walkways, bridges or balconies.
Farm Building
Farm buildings as defined in Article 1.4.1.2. include, but are not limited
to, produce storage and packing facilities, livestock and poultry housing, milking
centres, manure storage facilities, grain bins, silos, feed preparation centres,
farm workshops, greenhouses, farm retail centres, and horse riding, exercise and
training facilities. Farm buildings may be classed as low or high human occupancy,
depending on the occupant load.
Examples of farm buildings likely to be classed as low human occupancy as defined
in Article 1.2.1.2. of the National Farm Building Code of Canada are livestock and
poultry housing, manure and machinery storage facilities and horse exercise and
training facilities where no bleachers or viewing area are provided.
Examples of farm buildings that would be classed as other than low human occupancy
include farm retail centres for feeds, horticultural and livestock produce, auction
barns and show areas where bleachers or other public facilities are provided. Farm
work centres where the number of workers frequently exceeds the limit for low human
occupancy will also be in this category.
It is possible to have areas of both high and low human occupancy in the same
building provided that the structural safety and fire separation requirements for
high human occupancy are met in the part thus designated.
Fire Separation
A fire separation may or may not have a fire-resistance rating.
Grade
Localized depressions that need not be considered in the determination of the
elevation of grade include such features as vehicle and pedestrian entrances and
other minor depressions that do not affect accessibility for firefighting or
evacuation.
Mechanically Vented
The definition of this term is intended to include all types of appliances and
venting systems that rely entirely on fans to evacuate the products of combustion.
Systems variously referred to as “forced draft,” “power vented” and “induced draft”
in standards and industry terminology may be covered by this definition. The key
characteristic of such systems is that they are more resistant to
depressurization-induced spillage of combustion products into the building in which
they are housed because the combustion venting system downstream of the fan is
“sealed,” i.e. includes no draft hood or draft control device.
Post-disaster Building
There may be circumstances where the authority having jurisdiction would choose to
exempt certain types of buildings or parts thereof from being designated as
post-disaster buildings in order to permit them to be governed by Part 9 rather than
by the rest of the Code. Such is the case in the following examples: an ambulance
that is stored at a volunteer's residence or a police station that is housed in a
small shopping mall. The circumstances where such exemptions are permitted are
intentionally limited by the definition of post-disaster building.
Public Corridor
A covered mall is considered to be a public corridor and, as such, is subject to
the same requirements as a public corridor.
Rim Joist
In the field, rim joists may also be referred to as rim boards, headers or header
joists.
Secondary Suite
DELETED.
Secondary Suite
A secondary suite is a self-contained dwelling unit of a prescribed maximum total
floor area that is part of a building containing not more than two dwelling units
(including the secondary suite) and any common spaces such as common storage, common
service rooms, common laundry facilities or common areas used for egress. Secondary
suites are typically created within an existing single dwelling unit—commonly called
a “house”—either constructed as an addition to an existing house or incorporated during
the construction of a new house. A secondary suite may have more than one storey and
may be on the same level as the principal dwelling unit of the house or be above or
below it.
Examples of buildings where secondary suites are permitted include individual detached
houses, or where the secondary suite is located in a portion of a building, semi-detached
houses (half of a double) and freehold row houses.
Where a building has multiple occupancies, the secondary suite can only be created
in a portion of the building that is of residential occupancy. Apartment buildings
have more than two dwelling units and are therefore not permitted to have secondary
suites.
Neither dwelling unit in a house can be strata-titled or otherwise subdivided from
the remainder of the house under provincial or territorial legislation. This means
that both dwelling units are registered under the same title.
Secondary suites are also referred to as “accessory suites” or “secondary units” by
various jurisdictions.
Service Room
Typical examples of service rooms include boiler rooms, furnace rooms, incinerator
rooms, garbage handling rooms and rooms to accommodate air-conditioning or heating
appliances, pumps, compressors and electrical equipment. Rooms such as elevator
machine rooms and common laundry rooms are not considered to be service
rooms.
Storage Garage
Entrances at which vehicles stop for a short time beneath an unenclosed canopy to
pick up and drop off passengers are not considered as storage garages. As a subsidiary use, storage garages may also contain space for parking or storing
other vehicles (bicycles, boats, etc.).
Suite
Tenancy in the context of the term “suite” applies to both rental and ownership
tenure. In a condominium arrangement, for example, dwelling units are considered
separate suites even though they are individually owned. In order to be of
complementary use, a series of rooms that constitute a suite must be in reasonably
close proximity to each other and have access to each other either directly by means
of a common doorway or indirectly by a corridor, vestibule or other similar
arrangement.
The term “suite” does not apply to rooms such as service rooms, common laundry
rooms and common recreational rooms that are not leased or under a separate tenure
in the context of the Code. Similarly, the term “suite” is not normally applied in
the context of buildings such as schools and hospitals, since the entire building
is
under a single tenure. However, a room that is individually rented is considered a
suite. A warehousing unit in a mini-warehouse is a suite. A rented room in a nursing
home could be considered as a suite if the room was under a separate tenure. A
hospital bedroom on the other hand is not considered to be under a separate tenure,
since the patient has little control of that space, even though he pays the hospital
a per diem rate for the privilege of using the hospital facilities, which include
the sleeping areas.
For certain requirements in the Code, the expression “room or suite” is used
(e.g., travel distance). This means that the requirement applies within the rooms
of
suites as well as to the suite itself and to rooms that may be located outside the
suite. In other places the expression “suite, and rooms not located within a suite”
is used (e.g., for the installation of smoke and heat detectors). This means that
the requirement applies to individual suites as defined, but not to each room within
the suite. The rooms “not within a suite” would include common laundry rooms, common
recreational rooms and service rooms, which are not considered as tenant-occupied
space.
Treatment
The ability to evacuate unassisted implies that a person is capable of recognizing
and responding to an emergency given their physical, cognitive and behavioural
abilities, and able to move to a safe location without the assistance of another
person. For example, such persons must be able to arise and walk, or transfer from
a
bed or chair to a means of mobility, and leave the building or move to a safe
location on their own.
Treatment Occupancy
“Treatments” may include such things as surgery, intensive care, and emergency
medical intervention. Treatment services differ from the services provided by care
occupancies like personal care assistance or the administration of medication, and
from those provided by business and personal services occupancies like dentistry or
day procedures.
Documents referenced in the British Columbia Building Code may contain
provisions covering a wide range of issues, including issues that are unrelated to
the objectives and functional statements stated in Parts 2 and 3 of Division A
respectively; e.g. aesthetic issues such as colour-fastness or uniformity.
Sentence 1.5.1.1.(1) is intended to make it clear that, whereas referencing a document in the

British Columbia Building Code

generally has the effect of making the provisions of that document part of the Code, provisions that are unrelated to buildings or to the
objectives and functional statements attributed to the provisions in Division B
where the document is referenced are excluded.
Furthermore, many documents referenced in the BCBC contain references to other
documents, which may also, in turn, refer to other documents. These secondary and
tertiary referenced documents may contain provisions that are unrelated to buildings
or to the objectives and functional statements of the BCBC: such provisions—no
matter how far down the chain of references they occur—are not included in the
intent of
Sentence 1.5.1.1.(1) of Division A.

NC2010 2010-01-01 R1
A-1.5.1.1.(1) Application of Referenced Documents
Documents referenced in the British Columbia Building Code NBC may contain
provisions covering a wide range of issues, including issues that are unrelated to
the objectives and functional statements stated in Parts 2 and 3 of Division A
respectively; e.g. aesthetic issues such as colour-fastness or uniformity. Sentence 1.5.1.1.(1) is intended to make it clear that, whereas referencing
a document in the British Columbia Building Code NBC generally has the effect of making the provisions of that
document part of the Code, provisions that are unrelated to buildings or to the
objectives and functional statements attributed to the provisions in Division B
where the document is referenced are excluded.
Furthermore, many documents referenced in the BCBCNBC contain references to other
documents, which may also, in turn, refer to other documents. These secondary and
tertiary referenced documents may contain provisions that are unrelated to buildings
or to the objectives and functional statements of the BCBCNBC: such provisions—no
matter how far down the chain of references they occur—are not included in the
intent of Sentence 1.5.1.1.(1) of Division A.
Listing of objectives

Any gaps in the numbering sequence of the objectives are due to the fact that there is a master list of objectives covering the four
principal National Code Documents—the National Building Code, the National
Fire Code, the National Plumbing Code, and the National Energy Code for
Buildings—but not all objectives are pertinent to all Codes.

The building
Where the term “the building” is used in the wording of the
objectives, it refers to the building for which compliance with the British
Columbia Building Code is being assessed.
Emergency
The term “emergency”—in the context of safety in
buildings—is often equated to the term “fire emergency;”
however, the wording of objectives OS3.7 and OS5.9 makes it clear that the Code
addresses any type of emergency that would require the rapid evacuation of the
building, such as a bomb threat or the presence of intruders.

BC2012 2012-01-01 R1NC2010 2010-01-01 R1
A-2.2.1.1.(1) Objectives
Listing of objectives
Any gaps in the numbering sequence of the objectives
are due to the fact that there is a master list of objectives covering the fourthree
principal National Code Documents—the National Building Code, the National
Fire Code, the National Plumbing British Columbia Code Documents — the British Columbia Fire
Code, and the National Energy Code for
Buildings—butBook I (General) and Book II (Plumbing Systems) of the British Columbia Building Code—
but not all objectives are pertinent to all Codes.
The building
Where the term “the building” is used in the wording of the
objectives, it refers to the building for which compliance with the British
Columbia Building Code is being assessed.
Emergency
The term “emergency”—in the context of safety in
buildings—is often equated to the term “fire emergency;”
however, the wording of objectives OS3.7 and OS5.9 makes it clear that the Code
addresses any type of emergency that would require the rapid evacuation of the
building, such as a bomb threat or the presence of intruders.
A-2.2.1.1.(1) Objectives
Listing of objectives
Any gaps in the numbering sequence of the objectives
are due to the fact that there is a master list of objectives covering the four
three principal National Code Documents—the National Building Code, the National
Fire Code, and the National Plumbing Code, and the National Energy Code for
Buildings—but Code—but not all objectives are pertinent to all Codes.
The building
Where the term “the building” is used in the wording of the
objectives, it refers to the building for which compliance with the British
Columbia National Building Code is being assessed.
Emergency
The term “emergency”—in the context of safety in
buildings—is often equated to the term “fire emergency;”
however, the wording of objectives OS3.7 and OS5.9 makes it clear that the Code
addresses any type of emergency that would require the rapid evacuation of the
building, such as a bomb threat or the presence of intruders.
Listing of functional statements
The numbered functional statements are grouped according to functions that
deal with closely related subjects. For example, the first group deals with fire
risks, the second group deals with emergency egress and response, etc. There may
be gaps in the numbering sequence for the following reasons:
- Each group has unused numbers which allows for the
possible future creation of additional functional statements within any
one group.
- There is a master list of functional statements covering
the four principal National Code Documents—
the National Building Code, the National Fire Code, the National Plumbing Code and the National Energy Code for
Buildings.

BC2012 2012-01-01 R1NC2010 2010-01-01 R1
A-3.2.1.1.(1) Functional Statements
Listing of functional statements
The numbered functional statements are grouped according to functions that
deal with closely related subjects. For example, the first group deals with fire
risks, the second group deals with emergency egress and response, etc. There may
be gaps in the numbering sequence for the following reasons:
- Each group has unused numbers which allows for the
possible future creation of additional functional statements within any
one group.
- There is a master list of functional statements covering
the four principal National Code
Documents—the National Building Code, the National Fire Code, the
National Plumbing Code and the National Energy Code for
Buildings.
- There is a master list of functional statements covering
the three principal British Columbia Code Documents — the British Columbia Fire Code,
and Book I (General) and Book II (Plumbing Systems) of the British Columbia Building
Code.
A-3.2.1.1.(1) Functional Statements
Listing of functional statements
The numbered functional statements are grouped according to functions that
deal with closely related subjects. For example, the first group deals with fire
risks, the second group deals with emergency egress and response, etc. There may
be gaps in the numbering sequence for the following reasons:
- Each group has unused numbers which allows for the
possible future creation of additional functional statements within any
one group.
- There is a master list of functional statements covering
the four
three principal National Code
Documents—the National Building Code, the National Fire Code, the
National Plumbing Code and the National Energy Code for
BuildingsPlumbing Code—but not all functional statements are pertinent to all Codes.