OBC VOLUME 2 · APPENDIX A · NOTES TO PART 6Updated for the 2024 Ontario Building Code
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Appendix A — Explanatory Notes to Part 6
Appendix A explanatory notes for Part 6 of Division B of the 2024 Ontario Building Code. These notes are advisory: they explain the intent behind code provisions and how to apply them.
On this page:
A-6.1.1.1.(2)A-6.2.1.1.A-6.2.1.4.A-6.2.1.6.(1)A-6.3.1.2.(1)A-6.3.1.3.(1)A-6.3.1.3.(2)A-6.3.1.5.A-6.3.2.2.A-6.3.2.5.A-6.3.2.10.(5)A-6.3.2.10.(6)(b)A-6.3.2.10.(7)A-6.3.2.10.(12)(b)A-6.3.2.15.(5)A-6.3.2.15.(8)A-6.3.2.16.(2)A-6.3.2.16.(6)A-6.3.3.1.(2)A-6.5.1.1.(3)A-6.9.1.2.(1)A-6.9.3.1.(6)
A-6.1.1.1.(2)A-6.2.1.1.A-6.2.1.4.A-6.2.1.6.(1)A-6.3.1.2.(1)A-6.3.1.3.(1)A-6.3.1.3.(2)A-6.3.1.5.A-6.3.2.2.A-6.3.2.5.A-6.3.2.10.(5)A-6.3.2.10.(6)(b)A-6.3.2.10.(7)A-6.3.2.10.(12)(b)A-6.3.2.15.(5)A-6.3.2.15.(8)A-6.3.2.16.(2)A-6.3.2.16.(6)A-6.3.3.1.(2)A-6.5.1.1.(3)A-6.9.1.2.(1)A-6.9.3.1.(6)
A-6.1.1.1.(2)Repairs and Alterations.
This requirement is to ensure that minimum life safety and health requirements are maintained when the operation and/or
design is modified on existing heating, ventilating or air-conditioning systems. For example, this provision would apply to
such cases as
(a) the conversion of a heating appliance from oil to gas where venting and clearance requirements differ for chimneys
and
(b) the branching of a new duct from a main supply duct in which the new duct now penetrates a fire separation.
A-6.2.1.1.Good Engineering Practice.
Building Pressurization
New buildings tend to be considerably more airtight than older ones. Consequently, these buildings may have a reduced
pressurization requirement compared to the normal requirement in order to limit drafts and provide a reasonable level of
comfort.
The humidification and relative pressurization of buildings and individual spaces in buildings can be significant factors in
compromising the ongoing performance of the building envelope and other environmental separators.
In new construction, HVAC designers should take this issue into consideration and confer with those responsible for the
design of the environmental separators so as to limit unintended effects on the environmental separators. In existing
buildings, the ability of the environmental separators to resist or accommodate increases in pressure differential or
moisture loading should be considered before changes are made to the HVAC system.
Legionella Control
HVAC designers should either develop a water management plan or complete a formal risk and hazard assessment to
determine what measures are required for the control of legionella. The risk and hazard assessment should include
inspections of the building and its surroundings to locate potential sources of legionella and to identify equipment or
systems that could promote the growth and spread of legionella. The assessment should also evaluate the risk to building
occupants that is associated with any identified equipment or systems, taking into account their design, location and
operating conditions.
Appendix A • Volume 2 Page 145
Further information on minimizing the growth and spread of legionella can be found in the following publications:
• ANSI/ASHRAE 188, “Legionellosis: Risk Management for Building Water Systems,”
• “Developing a Water Management Program to Reduce Legionella Growth and Spread in Buildings” (U.S. Centers
for Disease Control and Prevention, 2017)
• “Legionella and Legionnaires' Disease: A Policy Overview” (European Agency for Safety and Health at Work,
2011),
• “Legionella and the Prevention of Legionellosis” (World Health Organization, 2007),
• “Legionnaires' Disease: Technical Guidance: Part 1: The Control of Legionella Bacteria in Evaporative Cooling
Systems, and Part 3: The Control of Legionella Bacteria in Other Risk Systems” (U.K. Health and Safety
Executive, 2013), and
• “Recognition, Evaluation and Control of Legionella in Building Water Systems” (American Industrial Hygiene
Association, 2015).
Radon Control
Measures may be necessary to reduce the radon concentration to a level below the guideline specified by Health Canada.
Further information on reducing the indoor concentration of radon can be found in the following Health Canada
publications:
• “Guide for Radon Measurements in Public Buildings (Schools, Hospitals, Care Facilities, Detention Centres),” and
• “Radon: A Guide for Canadian Homeowners.”
A-6.2.1.4.Structural Movement.
This Article is intended to remind designers and installers of mechanical systems of one aspect of the “good engineering
practice” referred to in Article 6.2.1.1.
In determining how to accommodate structural movement, there are two important principles to bear in mind:
• The prime concern of the Code is the safety of people in and around the building, as opposed to protection of the
mechanical systems and equipment.
• The nature of the accommodation will vary with the type of movement being considered, taking into account
particularly how often the movement is likely to be encountered over the life of the building.
For example, a gas line supported on columns that also support a crane must be installed in such a way that the movement of
the columns, which occurs many times daily, does not cause the lines to break, thus creating a hazard. Even if the gas line
installation could somehow be designed to break in a non-hazardous manner, it would hardly be recognized as good
engineering practice if movement that occurs so frequently could disrupt the operation of the mechanical system. On the
other hand, earthquakes occur far less frequently and it would not be surprising to have a non-critical mechanical system fail
as a result of an earthquake. However, even in this situation, the failure must occur in a manner that does not create a hazard
to building occupants. For example, heavy mechanical equipment should be properly anchored so that it does not topple on
building occupants during an earthquake. The design of the anchors should take into account accelerations consistent with
the seismic data given in MMAH Supplementary Standard SB-1 for the location of the building. Part 4 provides guidance on
the calculation of the loads such equipment would exert on the building structure during an earthquake; these same loads can
be used in designing the anchors.
Some mechanical equipment can be an important component of post-disaster life safety systems. In these cases, the measures
needed to accommodate the movements caused by an earthquake become even more critical since failure of the equipment
would not be acceptable.
Clearly, complying with this requirement will, in most cases, necessitate close coordination between the mechanical designer
and the structural designer.
Page 146 Appendix A • Volume 2
For additional information on the types of structural movement that may be encountered, see Article 4.1.3.5., Sentence
4.1.3.3.(2) and Subsection 4.1.8.
A-6.2.1.6.(1)Installation - General.
Ducts or pipes without dampers or valves are generally not considered to constitute “equipment” and are therefore not subject
to this requirement.
A-6.3.1.2.(1)Ventilation and Venting of Crawl Spaces and Attic or Roof Spaces.
The cross-reference to Part 5 pertains to unconditioned and unoccupied crawl spaces, and attic or roof spaces, which are
effectively within the building envelope. That is, unconditioned and unoccupied attic or roof spaces are located between the
roof deck and roofing above, and the insulation, air barrier system and vapour barrier below. Unconditioned and unoccupied
crawl spaces are located between the ground cover below and the insulation, air barrier system and vapour barrier above.
Venting of these spaces has implications for the performance of the building envelope rather than having direct effects on
indoor conditions. The ventilation of conditioned or occupied crawl spaces and attic or roof spaces must comply with Part 6.
The requirements in Part 5 are stated in terms of loads that must be resisted rather than in terms of building elements. Thus,
the Code user will not find explicit references in Part 5 to crawl spaces, or attic or roof spaces. Part 5 makes reference to the
need for venting environmental separators, i.e., the dissipation of heat or moisture.
Sentence 6.3.1.2.(1) requires that crawl spaces be ventilated either by natural (above-grade only) or mechanical means. High
moisture levels within the crawl space can lead to problems such as the formation of mould, lifting of flooring or long-term
damage to structural components.
Crawl space ventilation cannot be expected to correct moisture-related problems caused by other factors like inadequate
surface drainage from the foundation walls or improper protection against moisture from the ground. These conditions must
be properly addressed so that crawl space ventilation can meet its intended objectives.
Several factors favour the use of mechanical ventilation rather than reliance on natural drafts. Local conditions, such as areas
with high water tables, may dictate the need for mechanical ventilation to remove excessive moisture.
Crawl spaces should be maintained at a negative pressure relative to the conditioned area above to prevent the migration of
moisture into occupied areas. This can be achieved through the use of an exhaust fan and relying on air transfer through floor
penetrations, such as pipes.
A-6.3.1.3.(1)Storage Garages.
Areas where motor vehicles are parked with engine off for extended periods of time, such as car dealership showrooms, are
not considered as storage garages.
A-6.3.1.3.(2)Ventilation of Storage Garages.
Storage garages are ventilated to protect occupants from exposure to carbon monoxide and other vehicular exhaust fumes. In
certain cases, such as small two- or three-bay storage garages that are used for occasional vehicle storage, and where
occupants are not present, carbon monoxide or nitrogen dioxide monitoring devices may be omitted if the ventilation system
is interlocked with a local light switch or other controls to ensure continuous system operation whenever the area is occupied.
In any event, the ventilation system capacity must be designed to limit the concentrations of carbon monoxide or nitrogen
dioxide at or below the prescribed values.
A-6.3.1.5.Indoor Air Contaminants.
Contaminants of Concern
Indoor air can contain complex mixtures of contaminants of concern such as formaldehyde, legionella, mould and emissions
from building materials. While some contaminants may be knowingly introduced — as in the case of processing and
manufacturing environments—others may be unintentionally released into indoor environments. “Industrial Ventilation: A
Manual of Recommended Practice for Design”, published by the ACGIH, and the “Exposure Guidelines for Residential
Indoor Air Quality”, published by Health Canada, are useful references on the control of contaminants in industrial
Appendix A • Volume 2 Page 147
workplace environments and residential settings, respectively. These and other guidelines and manuals should be interpreted
while keeping in mind the settings and purposes for which they were developed compared to those to which they will be
applied. Note that such documents do not necessarily consider the interactions between various contaminants.
Minimizing the Growth and Spread of Bio-Contaminants
Bio-contaminants, such as bacteria, mould, mildew, fungi, viruses, and pollen, can thrive in or be spread by sources like drain
pans, spray-water air-washers, contaminated filters, poorly maintained cooling coils, water incursion into ductwork, high
humidity and stagnant water, potentially causing a wide range of adverse health effects including respiratory allergic
reactions, asthma, and diseases ranging from influenza to legionellosis.
Some of the control measures are as follows:
a) Air-handling equipment should be accessible for the maintenance of filters, cooling coils and condensate drain pans
located below the cooling coils. Access doors should be large and easy to open to facilitate thorough and regular
maintenance.
b) If moisture is added to building ventilation air to maintain humidity levels in a designated range, humidifiers that
inject steam or water vapour into central air-handling units or main supply ducts are normally used. Injection nozzles
should not be located in air-handling unit plenums or ductwork that is insulated with internal fibrous lining. If the
lining becomes wet, conditions conducive to the growth and spread of bio-contaminants will result.
c) HVAC systems that generate condensate or introduce liquid water into the airstream in the ducts require adequate
drainage of excess water and, in some cases, a means of capturing air-entrained water droplets. These measures
reduce the potential for bio-contaminants, including legionella, to proliferate in stagnant water and for water droplets
containing bio-contaminants to be introduced into the airstream and contaminate the indoor environment. (See also
Article 6.3.2.2.)
The above only addresses built-in features of an HVAC system that can help to minimize the growth and spread of bio-
contaminants. Even more important than the built-in features is a program of regular maintenance and cleaning of those
portions of the system where such growth is likely to occur.
A-6.3.2.2.Stagnant Water in Drain Pans.
It is important to eliminate stagnant water as it can promote the proliferation of disease-causing micro-organisms, such
as legionella.
Of particular concern is the potential for legionella bacteria in water to become airborne in water droplets or mist that can be
inhaled by humans or can contaminate other water sources or systems.
A-6.3.2.5.Duct Coverings and Linings.
The Thermal Insulation Association of Canada (TIAC) “Mechanical Insulation Best Practices Guide” is a comprehensive
source of information on the selection, installation and proper use of thermal insulation materials. (Note that Section 4 of this
Guide is not included in the scope of this Note as it contains information on proprietary products, which are not within the
mandate of the Code.)
A-6.3.2.10.(5)and (6) Exhausting to Garages.
A frequent practice in the design of ventilation systems serving buildings which have associated parking garages is to
discharge exhaust air from the building to the garage in order to reduce the cost of heating the garage or reduce the length of
the exhaust ducts.
However, this practice entails a certain amount of risk since, when the exhaust system is not running, stack effect may turn
the exhaust outlets into intakes and exhaust fumes (including carbon monoxide) can be drawn from the garage into the
building. Incorporating a backdraft damper at the exhaust outlet provides some additional protection but backdraft dampers
are generally not regarded as being very reliable. Therefore, this practice is only permitted in very limited circumstances.
Page 148 Appendix A • Volume 2
A-6.3.2.10.(6)(b)Air Contaminants.
For the purpose of Clause 6.3.2.10.(6)(b), washroom exhaust air is not considered to contain contaminants that would
adversely affect the air quality in the storage garage.
A-6.3.2.10.(7)and (8) Exhaust Ducts Connected to Laundry-Drying Equipment.
Clothes dryers are a major cause of fires in buildings often due to a build-up of lint in the system, which then ignites or
obstructs the venting or ventilation. Proper cleaning and regular maintenance of lint traps is directly proportional to the
ease of access to the lint traps. It is therefore important to ensure that lint traps in multiple installations of laundry-
drying equipment are installed in such a way as to allow easy access for inspection, maintenance, repair and cleaning.
A-6.3.2.10.(12)(b)Operation Diversity Factor.
The operation diversity factor has to be assessed for each specific application. Good engineering practice (see Article
6.2.1.1.) design guidelines can provide information on the subject. Figure A-6.3.2.10.(12)(b), which originates from the
ASHRAE handbooks, provides an example of factors that can be used for general applications.
Figure A-6.3.2.10.(12)(b)
Operation Diversity Factor
A-6.3.2.15.(5)and (6) Minimum Distances.
Ensuring adequate distance between the air discharge locations of evaporative heat rejection systems and certain outdoor
spaces and building components minimizes the potential for contamination of the air of occupiable spaces. For example, if a
building's ventilation air intake were located too close to an air discharge location of an evaporative heat rejection system,
warm discharge air and associated drift, which could contain biological contaminants, could be introduced to the indoor
environment through the air intake.
The minimum distances stated in Sentences 6.3.2.15.(5) and (6) may need to be increased where warranted by local
conditions such as prevailing winds, adjacent structures, or special processes being carried out, any of which would make
further analysis necessary. (See also Sentence 6.3.3.1.(2))
A-6.3.2.15.(8)and (9) Assessment of System and Make-Up Water.
The chemical characteristics of the water in the evaporative heat rejection system and of the make-up water should be
assessed to select a suitable water treatment system.
Appendix A • Volume 2 Page 149
A-6.3.2.16.(2)Prevention of Water Stagnation.
Common strategies to prevent water stagnation include flushing, providing an inactivity drain, and periodic activation, even
with no load.
A-6.3.2.16.(6)Assessment of Make-Up Water.
The chemical characteristics of the make-up water should be assessed to ensure that any chemicals added to a system referred
to in Sentence 6.3.2.16.(1) for precipitation control, disinfection or another purpose will not adversely affect the system.
A-6.3.3.1.(2)Requirement for Venting.
Sentence 6.3.3.1.(2) requires that vented products of combustion from appliances be discharged a minimum distance away
from certain outdoor spaces and building components in cases where the vented products could contaminate the air of
occupiable spaces. These minimum distances may need to be increased due to local conditions such as prevailing winds,
adjacent structures, special processes being carried out, specific contaminants or effluent discharges, all of which would
require further analysis.
“Occupiable outdoor spaces” refers to areas that could be occupied for a duration of more than fifteen minutes at any time,
but does not include maintenance spaces. Occupiable outdoor spaces are located adjacent to an indoor space and are
considered to be an extension of this indoor space: e.g. main entries, balconies, patios, decks, green roofs and other public
assembly areas. Although sidewalks and driveways are mentioned in the provision, these areas are not considered as
occupiable outdoor spaces since they are used as transport routes to and from the building, and people are not expected to
remain there for extended periods of time.
The requirements of Sentence 6.3.3.1.(2) are not meant to override similar requirements found in the installation standards
referenced in Article 6.2.1.5. that address identical situations.
A-6.5.1.1.(3)Temperature of Exposed Piping.
Piping carrying steam, high-temperature hot water, or another heat transfer fluid at high temperature is usually insulated to
reduce heat losses as an economy measure. Above a temperature of approximately 52°C, however, a bare pipe can cause a
burn to human skin coming in contact with the pipe. According to ASTM C1055, “Standard Guide for Heated System
Surface Conditions that Produce Contact Burn Injuries”, skin can be in contact with a surface at a temperature of 52°C for up
to 60 s without experiencing irreversible damage. If pipes above this temperature are normally out of reach of all persons
other than maintenance personnel or are properly guarded, it would be expected that no insulation would be needed for public
safety.
A-6.9.1.2.(1)NFPA Publications Pertaining to the Heating, Ventilating and
Air-Conditioning of Spaces Containing Hazardous Gases, Dusts
or Liquids.
NFPA 30, “Flammable and Combustible Liquids Code”
NFPA 30A, “Code for Motor Fuel Dispensing Facilities and Repair Garages”
NFPA 32, “Standard for Drycleaning Plants”
NFPA 33, “Standard for Spray Application Using Flammable and Combustible Materials”
NFPA 34, “Standard for Dipping, Coating and Printing Processes Using Flammable or Combustible Liquids”
NFPA 35, “Standard for Manufacture of Organic Coatings”
NFPA 36, “Standard for Solvent Extraction Plants”
NFPA 40, “Standard for Storage and Handling of Cellulose Nitrate Film”.
NFPA 51, “Standard for Design and Installation of Oxygen-Fuel Gas Systems for Welding and Cutting, and Allied
Processes”
NFPA 51A, “Standard for Acetylene Cylinder Charging Plants”
NFPA 55, “Compressed Gases and Cryogenic Fluids Code”
NFPA 61, “Standard for Prevention of Fires and Dust Explosions in Agricultural and Food Processing Facilties”
Page 150 Appendix A • Volume 2
NFPA 68, “Standard for Explosion Protection by Deflagration Venting”
NFPA 69, “Standard for Explosion Prevention Systems”
NFPA 85, “Boiler and Combustion Systems Hazards Code”
NFPA 86, “Standard for Ovens and Furnaces”
NFPA 88A, “Standard for Parking Structures”
NFPA 91, “Standard for Exhaust Systems for Air Conveying of Vapors, Gases, Mists and Noncombustible Particulate
Solids”
NFPA 96, “Standard for Ventilation Control and Fire Protection of Commercial Cooking Operations”
NFPA 204, “Standard for Smoke and Heat Venting”
NFPA 303, “Standard for Marinas and Boatyards”
NFPA 307, “Construction and Fire Protection of Marine Terminals, Piers and Wharfs”
NFPA 409, “Standard for Aircraft Hangars”
NFPA 415, “Standard for Airport Terminal Buildings, Fueling, Ramp Drainage, Loading Walkways”
NFPA 484, “Standard for Combustible Metals”
NFPA 490, “Storage of Ammonium Nitrate”
NFPA 654, “Standard for Prevention of Fire and Dust Explosions from the Manufacturing, Processing, and Handling of
Combustible Particulate Solids”
NFPA 655, “Standard for Prevention of Sulfur Fires and Explosions”
NFPA 664, “Prevention of Fires and Explosions in Wood Processing and Woodworking Facilities”
NFPA “Fire Protection Guide to Hazardous Materials”
A-6.9.3.1.(6)Carbon Monoxide Alarms.
Battery-powered carbon monoxide alarms are acceptable provided that they are mechanically fastened in place.
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