Appendix C — Division B
Climatic and Seismic Information for Building Design in Canada
Introduction
The great diversity of climate in 
British Columbia
has a considerable effect on the performance of buildings; consequently, building design must reflect this
diversity. This Appendix briefly describes how climatic design values are computed
and provides recommended design data for a number of cities, towns, and lesser
populated locations. Through the use of such data, appropriate allowances can be
made for climate variations in different localities of British Columbia and the 
By-law
can be applied regionally.
British Columbia has a considerable effect on the performance of buildings; consequently, building design must reflect this
diversity. This Appendix briefly describes how climatic design values are computed
and provides recommended design data for a number of cities, towns, and lesser
populated locations. Through the use of such data, appropriate allowances can be
made for climate variations in different localities of British Columbia and the By-law can be applied regionally. The climatic design data provided in this Appendix are based on weather
observations collected by the Atmospheric Environment Service, Environment Canada.
The climatic design data have been researched and analyzed by Environment Canada,
and appear in Book I Division B Tables 1.1.3.1.A and 1.1.3.1.B.
in Book I Division B Tables 1.1.3.1.A and 1.1.3.1.B.The information on seismic hazard in spectral format has been provided by the
Geological Survey of Canada of Natural Resources Canada. Information for
municipalities not listed may be obtained through the Natural Resources Canada Web
site at www.EarthquakesCanada.ca, or by writing to the Geological Survey of Canada at 7 Observatory Crescent, Ottawa, Ontario K1A 0Y3, or
at P.O. Box 6000, Sidney, B.C. V8L 4B2.
BC2012 2012-01-01 R1NC2010 2010-01-01 R1
Introduction
The great diversity of climate in British Columbia has a considerable effect on
the performance of buildings; consequently, building design must reflect this
diversity. This Appendix briefly describes how climatic design values are computed
and provides recommended design data for a number of cities, towns, and lesser
populated locations. Through the use of such data, appropriate allowances can be
made for climate variations in different localities of British Columbia and the
By-law
British Columbia Building Code can be applied regionally.
The climatic design data provided in this Appendix are based on weather
observations collected by the Atmospheric Environment Service, Environment Canada.
The climatic design data have been researched and analyzed by Environment Canada,
and appear at the end of this Appendix in Book I Division B Tables 1.1.3.1.A and 1.1.3.1.BTable C-2., Design Data for Selected Locations in British Columbia.
As it is not practical to list values for all municipalities in British Columbia,
recommended climatic design values for locations not listed can be obtained by contacting
the Atmospheric Environment Service, Environment Canada, 4905 Dufferin Street, Downsview,
Ontario M3H 5T4, (416) 739-4365. It should be noted, however, that these recommended
values may differ from the legal requirements set by local government building authorities.
The information on seismic hazard in spectral format has been provided by the
Geological Survey of Canada of Natural Resources Canada. Information for
municipalities not listed may be obtained through the Natural Resources Canada Web
site at www.EarthquakesCanada.ca, or by writing to the Geological Survey of Canada at 7 Observatory Crescent, Ottawa, Ontario K1A 0Y3, or
at P.O. Box 6000, Sidney, B.C. V8L 4B2.
Introduction
The great diversity of climate in British Columbia Canada has a considerable effect on
the performance of buildings; consequently, building design must reflect this
diversity. This Appendix briefly describes how climatic design values are computed
and provides recommended design data for a number of cities, towns, and lesser
populated locations. Through the use of such data, appropriate allowances can be
made for climate variations in different localities of British Columbia Canada and the
By-law National Building Code can be applied regionallynationally.
The climatic design data provided in this Appendix are based on weather
observations collected by the Atmospheric Environment Service, Environment Canada.
The climatic design data have been researched and analyzed for the Canadian Commission on Building and Fire Codes by Environment Canada,
and appear at the end of this Appendix in Book I Division B Tables 1.1.3.1.A and 1.1.3.1.BTable C-2., Design Data for Selected Locations in
Canada.
As it is not practical to list values for all municipalities in Canada, recommended
climatic design values for locations not listed can be obtained by contacting the
Atmospheric Environment Service, Environment Canada, 4905 Dufferin Street, Downsview,
Ontario M3H 5T4, (416) 739-4365. It should be noted, however, that these recommended
values may differ from the legal requirements set by provincial, territorial or municipal
building authorities.
The information on seismic hazard in spectral format has been provided by the
Geological Survey of Canada of Natural Resources Canada. Information for
municipalities not listed may be obtained through the Natural Resources Canada Web
site at www.EarthquakesCanada.ca, or by writing to the Geological Survey of Canada at 7 Observatory Crescent, Ottawa, Ontario K1A 0Y3, or
at P.O. Box 6000, Sidney, B.C. V8L 4B2.
General
The choice of climatic elements tabulated in the Tables and the form in which they are expressed have been dictated largely by the requirements for specific
values in several sections of the By-law. These elements include the Ground Snow Loads, Wind Pressures, Design Temperatures, Heating
Degree-Days, One-Day and 15-Minute Rainfalls, the Annual Total Precipitation values
and Seismic Data.
the Tables and the form in which they are expressed have been dictated largely by the requirements for specific
values in several sections of the By-law. These elements include the Ground Snow Loads, Wind Pressures, Design Temperatures, Heating
Degree-Days, One-Day and 15-Minute Rainfalls, the Annual Total Precipitation values
and Seismic Data.
BC2012 2012-01-01 R1NC2010 2010-01-01 R1
General
The choice of climatic elements tabulated in the Tablesthis Appendix and the form in which
they are expressed have been dictated largely by the requirements for specific
values in several sections of the By-lawBritish Columbia Building Code. These elements
include the Ground Snow Loads, Wind Pressures, Design Temperatures, Heating
Degree-Days, One-Day and 15-Minute Rainfalls, the Annual Total Precipitation values
and Seismic Data. The following notes briefly explain the significance of these particular elements
in building design, and indicate which weather observations were used and how they
were analyzed to yield the required design values.
In Table C-2., Design Data for Selected Locations in British Columbia (referred to in this Appendix
as the Table), design weather recommendations and elevations are listed for 100 locations,
which have been chosen based on a variety of reasons. Many incorporated cities and
towns with significant populations are included unless located close to larger cities.
For sparsely populated areas, many smaller towns and villages are listed. Other locations
have been added to the list when the demand for climatic design recommendations at
these sites has been significant. The named locations refer to the specific latitude
and longitude defined by the Gazetteer of Canada (Natural Resources Canada), available
from Publishing and Depository Services Canada, Public Works and Government Services
Canada, Ottawa, Ontario K1A 0S5. The elevations are given in metres and refer to heights
above sea level.
Almost all of the weather observations used in preparing the Table were, of necessity,
observed at inhabited locations. To estimate design values for arbitrary locations,
the observed or computed values for the weather stations were mapped and interpolated
appropriately. Where possible, adjustments have been applied for the influence of
elevation and known topographical effects. Such influences include the tendency of
cold air to collect in depressions, for precipitation to increase with elevation,
and for generally stronger winds near large bodies of water. Elevations have been
added to the Table because of their potential to significantly influence climatic
design values.
Since interpolation from the values in the Table to other locations may not be valid
due to local and other effects, Environment Canada will provide climatic design element
recommendations for locations not listed in the Table. Local effects are particularly
significant in mountainous areas, where the values apply only to populated valleys
and not to the mountain slopes and high passes, where very different conditions are
known to exist.
General
The choice of climatic elements tabulated in the Tablesthis Appendix and the form in which
they are expressed have been dictated largely by the requirements for specific
values in several sections of the By-lawNational Building Code of Canada 2010. These elements
include the Ground Snow Loads, Wind Pressures, Design Temperatures, Heating
Degree-Days, One-Day and 15-Minute Rainfalls, the Annual Total Precipitation values
and Seismic Data. The following notes briefly explain the significance of these particular elements
in building design, and indicate which weather observations were used and how they
were analyzed to yield the required design values.
In Table C-2., Design Data for Selected Locations in Canada (referred to in this Appendix as the
Table), design weather recommendations and elevations are listed for over 600 locations,
which have been chosen based on a variety of reasons. Many incorporated cities and
towns with significant populations are included unless located close to larger cities.
For sparsely populated areas, many smaller towns and villages are listed. Other locations
have been added to the list when the demand for climatic design recommendations at
these sites has been significant. The named locations refer to the specific latitude
and longitude defined by the Gazetteer of Canada (Natural Resources Canada), available
from Publishing and Depository Services Canada, Public Works and Government Services
Canada, Ottawa, Ontario K1A 0S5. The elevations are given in metres and refer to heights
above sea level.
Almost all of the weather observations used in preparing the Table were, of necessity,
observed at inhabited locations. To estimate design values for arbitrary locations,
the observed or computed values for the weather stations were mapped and interpolated
appropriately. Where possible, adjustments have been applied for the influence of
elevation and known topographical effects. Such influences include the tendency of
cold air to collect in depressions, for precipitation to increase with elevation,
and for generally stronger winds near large bodies of water. Elevations have been
added to the Table because of their potential to significantly influence climatic
design values.
Since interpolation from the values in the Table to other locations may not be valid
due to local and other effects, Environment Canada will provide climatic design element
recommendations for locations not listed in the Table. Local effects are particularly
significant in mountainous areas, where the values apply only to populated valleys
and not to the mountain slopes and high passes, where very different conditions are
known to exist.
Changing and Variable Climates
Climate is not static. At any location, weather and climatic
conditions vary from season to season, year to year, and over longer
time periods (climate cycles). This has always been the case. In fact, evidence is mounting that the climates of Canada are changing and will continue to change significantly into the future. When estimating climatic design loads, this variability can be considered using appropriate statistical analysis, data records spanning
sufficient periods, and meteorological judgement. The analysis generally
assumes that the past climate will be representative of the future
climate.
In fact, evidence is mounting that the climates of Canada are changing and will continue to change significantly into the future. When estimating climatic design loads, this variability can be considered using appropriate statistical analysis, data records spanning
sufficient periods, and meteorological judgement. The analysis generally
assumes that the past climate will be representative of the future
climate.
Past and ongoing modifications to atmospheric chemistry (from
greenhouse gas emissions and land use changes) are expected to alter
most climatic regimes in the future despite the success of the most ambitious greenhouse gas mitigation plans.(10) Some regions could see an increase
in the frequency and intensity of many weather extremes, which will
accelerate weathering processes. Consequently, many buildings will
need to be designed, maintained and operated to adequately withstand
ever changing climatic loads.
despite the success of the most ambitious greenhouse gas mitigation plans.(10) Some regions could see an increase
in the frequency and intensity of many weather extremes, which will
accelerate weathering processes. Consequently, many buildings will
need to be designed, maintained and operated to adequately withstand
ever changing climatic loads.Similar to global trends, the last decade in Canada was noted as the warmest in instrumented record. Canada has
warmed, on average, at almost twice the rate of the global average
increase, while the western Arctic is warming at a rate that is unprecedented
over the past 400 years.(10) Mounting evidence from Arctic communities indicates that rapid changes
to climate in the North have resulted in melting permafrost and impacts
from other climate changes have affected nearly every type of built
structure. Furthermore, analyses of Canadian precipitation data shows
that many regions of the country have, on average, also been tending
towards wetter conditions.(10) In the United States, where the density of climate monitoring stations
is greater, a number of studies have found an unambiguous upward trend
in the frequency of heavy to extreme precipitation events, with these
increases coincident with a general upward trend in the total amount
of precipitation. Climate change model results, based on an ensemble
of global climate models worldwide, project that future climate warming
rates will be greatest in higher latitude countries such as Canada.(11)January Design Temperatures
A building and its heating system should be designed to maintain the inside
temperature at some pre-determined level. To achieve this, it is necessary to know
the most severe weather conditions under which the system will be expected to
function satisfactorily. Failure to maintain the inside temperature at the
pre-determined level will not usually be serious if the temperature drop is not
great and if the duration is not long. The outside conditions used for design should, therefore, not be the most severe in many years, but should be the somewhat less severe conditions that
are occasionally but not greatly exceeded.
used for design should, therefore, not be the most severe in many years, but should be the somewhat less severe conditions that
are occasionally but not greatly exceeded.
The January design temperatures are based on an analysis of January air
temperatures only. Wind and solar radiation also affect the inside temperature of
most buildings and may need to be considered for energy-efficient design.
The January design temperature is defined as the lowest temperature at or below
which only a certain small percentage of the hourly outside air temperatures in
January occur. In the past, a total of 158 stations with records from all or part
of
the period 1951-66 formed the basis for calculation of the 2.5 and 1 per cent January temperatures. Where necessary, the data were adjusted for consistency. Since most
of
the temperatures were observed at airports, design values for the core areas of
large cities could be 1 or 2°C milder, although the values for the
outlying areas are probably about the same as for the airports. No adjustments were
made for this urban island heat effect. The design values for the next 20 to 30
years will probably differ from these tabulated values due to year-to-year climate
variability and global climate change resulting from the impact of human activities on atmospheric chemistry.
per cent January temperatures. Where necessary, the data were adjusted for consistency. Since most
of
the temperatures were observed at airports, design values for the core areas of
large cities could be 1 or 2°C milder, although the values for the
outlying areas are probably about the same as for the airports. No adjustments were
made for this urban island heat effect. The design values for the next 20 to 30
years will probably differ from these tabulated values due to year-to-year climate
variability and global climate change resulting from the impact of human activities on atmospheric chemistry. The design temperatures were reviewed and updated using hourly temperature
observations from 480 stations for a 25-year period up to 2006 with at least 8 years of complete data. These data are consistent with data shown for Canadian locations in
the 2009 Handbook of Fundamentals(12)
published by the American Society of Heating, Refrigerating, and Air-Conditioning
Engineers (ASHRAE). The most recent 25 years of record were used to provide a
balance between accounting for trends in the climate and the sampling variation
owing to year-to-year variation. The 1 per cent and 2.5 per cent values used for the design conditions represent percentiles of the cumulative frequency distribution of hourly
temperatures and correspond to January temperatures that are colder for 8 and 19
hours, respectively, on average over the long term.
480 stations for a 25-year period up to 2006 with at least 8 years of complete data. These data are consistent with data shown for Canadian locations in
the 2009 Handbook of Fundamentals(12)
published by the American Society of Heating, Refrigerating, and Air-Conditioning
Engineers (ASHRAE). The most recent 25 years of record were used to provide a
balance between accounting for trends in the climate and the sampling variation
owing to year-to-year variation. The 1 per cent and 2.5 per cent values used for the design conditions represent percentiles of the cumulative frequency distribution of hourly
temperatures and correspond to January temperatures that are colder for 8 and 19
hours, respectively, on average over the long term.The 2.5 per cent January design temperature is the value ordinarily used in the design of heating systems. In special cases, when the control of inside temperature is more
critical, the 1 per cent value may be used. Other temperature-dependent climatic design parameters may be considered for future issues of this document.
per cent January design temperature is the value ordinarily used in the design of heating systems. In special cases, when the control of inside temperature is more
critical, the 1 per cent value may be used. Other temperature-dependent climatic design parameters may be considered for future issues of this document.
NC2010 2010-01-01 R1
January Design Temperatures
A building and its heating system should be designed to maintain the inside
temperature at some pre-determined level. To achieve this, it is necessary to know
the most severe weather conditions under which the system will be expected to
function satisfactorily. Failure to maintain the inside temperature at the
pre-determined level will not usually be serious if the temperature drop is not
great and if the duration is not long. The outside conditions used for design should,
therefore, not be the
most severe in many years, but should be the somewhat less severe conditions that
are occasionally but not greatly exceeded.
The January design temperatures are based on an analysis of January air
temperatures only. Wind and solar radiation also affect the inside temperature of
most buildings and may need to be considered for energy-efficient design.
The January design temperature is defined as the lowest temperature at or below
which only a certain small percentage of the hourly outside air temperatures in
January occur. In the past, a total of 158 stations with records from all or part
of
the period 1951-66 formed the basis for calculation of the 2.5 and 1 per cent 1% January
temperatures. Where necessary, the data were adjusted for consistency. Since most
of
the temperatures were observed at airports, design values for the core areas of
large cities could be 1 or 2°C milder, although the values for the
outlying areas are probably about the same as for the airports. No adjustments were
made for this urban island heat effect. The design values for the next 20 to 30
years will probably differ from these tabulated values due to year-to-year climate
variability and global climate change resulting from the
impact of human activities on atmospheric chemistry.
The design temperatures were reviewed and updated using hourly temperature
observations from 480 stations for
a 25-year period up to 2006 with at least 8 years of
complete data. These data are consistent with data shown for Canadian locations in
the 2009 Handbook of Fundamentals(12)
published by the American Society of Heating, Refrigerating, and Air-Conditioning
Engineers (ASHRAE). The most recent 25 years of record were used to provide a
balance between accounting for trends in the climate and the sampling variation
owing to year-to-year variation. The 1 per cent and 2.5 per cent 1% and 2.5% values used for the design
conditions represent percentiles of the cumulative frequency distribution of hourly
temperatures and correspond to January temperatures that are colder for 8 and 19
hours, respectively, on average over the long term.
The 2.5 per cent 2.5% January design temperature is the value ordinarily used in the design of
heating systems. In special cases, when the control of inside temperature is more
critical, the 1 per cent 1% value may be used. Other temperature-dependent climatic design
parameters may be considered for future issues of this document.
July Design Temperatures
A building and its cooling and dehumidifying system should be designed to maintain
the inside temperature and humidity at certain pre-determined levels. To achieve
this, it is necessary to know the most severe weather conditions under which the
system is expected to function satisfactorily. Failure to maintain the inside
temperature and humidity at the pre-determined levels will usually not be serious
if
the increases in temperature and humidity are not great and the duration is not
long. The outside conditions used for design should, therefore, not be the most
severe in many years, but should be the somewhat less severe conditions that are
occasionally but not greatly exceeded.
The summer design temperatures in this Appendix are based on an analysis of July
air temperatures and humidities. Wind and solar radiation also affect the inside
temperature of most buildings and may, in some cases, be more important than the
outside air temperature. More complete summer and winter design information can be
obtained from Environment Canada.
The July design dry-bulb and wet-bulb temperatures were reviewed and updated using hourly temperature observations from 480 stations for a
25-year period up to 2006. These data are consistent with data shown for Canadian
locations in the 2009 Handbook of Fundamentals(12) published by ASHRAE. As with January design temperatures, data
from the most recent 25-year period were analyzed to reflect any recent climatic
changes or variations. The 2.5 per cent values used for the dry- and wet-bulb design conditions represent percentiles of the cumulative frequency distribution of hourly
dry- and wet-bulb temperatures and correspond to July temperatures that are higher
for 19 hours on average over the long term.
NC2010 2010-01-01 R1
July Design Temperatures
A building and its cooling and dehumidifying system should be designed to maintain
the inside temperature and humidity at certain pre-determined levels. To achieve
this, it is necessary to know the most severe weather conditions under which the
system is expected to function satisfactorily. Failure to maintain the inside
temperature and humidity at the pre-determined levels will usually not be serious
if
the increases in temperature and humidity are not great and the duration is not
long. The outside conditions used for design should, therefore, not be the most
severe in many years, but should be the somewhat less severe conditions that are
occasionally but not greatly exceeded.
The summer design temperatures in this Appendix are based on an analysis of July
air temperatures and humidities. Wind and solar radiation also affect the inside
temperature of most buildings and may, in some cases, be more important than the
outside air temperature. More complete summer and winter design information can be
obtained from Environment Canada.
The July design dry-bulb and wet-bulb temperatures were
reviewed and updated using hourly temperature observations from 480 stations for a
25-year period up to 2006. These data are consistent with data shown for Canadian
locations in the 2009 Handbook of Fundamentals(12) published by ASHRAE. As with January design temperatures, data
from the most recent 25-year period were analyzed to reflect any recent climatic
changes or variations. The 2.5 per cent 2.5% values used for the dry- and wet-bulb design
conditions represent percentiles of the cumulative frequency distribution of hourly
dry- and wet-bulb temperatures and correspond to July temperatures that are higher
for 19 hours on average over the long term.
Heating Degree-Days
The rate of consumption of fuel or energy required to keep the interior of a small
building at 21°C when the outside air temperature is below
18°C is roughly proportional to the difference between
18°C and the outside temperature. Wind speed, solar radiation, the
extent to which the building is exposed to these elements and the internal heat
sources also affect the heat required and may have to be considered for
energy-efficient design. For average conditions of wind, radiation, exposure, and
internal sources, however, the proportionality with the temperature difference
generally still holds.
Since the fuel required is also proportional to the duration of the cold weather,
a convenient method of combining these elements of temperature and time is to add
the differences between 18°C and the mean temperature for every
day in the year when the mean temperature is below 18°C. It is
assumed that no heat is required when the mean outside air temperature for the day
is 18°C or higher.
Although more sophisticated computer simulations using other forms of weather data
have now almost completely replaced degree-day-based calculation methods for
estimating annual heating energy consumption, degree-days remain a useful indicator
of relative severity of climate and can form the basis for certain climate-related
By-law requirements.
By-law requirements. The degree-days below 18°C were compiled for 1300 stations for the 25-year period ending in 2006. This analysis period is consistent
with the one used to derive the design temperatures described above and with the
approach used by ASHRAE.(12)A difference of only one Celsius degree in the mean annual temperature will cause
a difference of 250 to 350 in the Celsius degree-days. Since differences of 0.5 of
a
Celsius degree in the mean annual temperature are quite likely to occur between two
stations in the same town, heating degree-days cannot be relied on to an accuracy
of
less than about 100 degree-days.
Heating degree-day values for the core areas of larger cities can be 200 to 400
degree-days less (warmer) than for the surrounding fringe areas. The observed
degree-days, which are based on daily temperature observations, are often most
representative of rural settings or the fringe areas of cities.
NC2010 2010-01-01 R1
Heating Degree-Days
The rate of consumption of fuel or energy required to keep the interior of a small
building at 21°C when the outside air temperature is below
18°C is roughly proportional to the difference between
18°C and the outside temperature. Wind speed, solar radiation, the
extent to which the building is exposed to these elements and the internal heat
sources also affect the heat required and may have to be considered for
energy-efficient design. For average conditions of wind, radiation, exposure, and
internal sources, however, the proportionality with the temperature difference
generally still holds.
Since the fuel required is also proportional to the duration of the cold weather,
a convenient method of combining these elements of temperature and time is to add
the differences between 18°C and the mean temperature for every
day in the year when the mean temperature is below 18°C. It is
assumed that no heat is required when the mean outside air temperature for the day
is 18°C or higher.
Although more sophisticated computer simulations using other forms of weather data
have now almost completely replaced degree-day-based calculation methods for
estimating annual heating energy consumption, degree-days remain a useful indicator
of relative severity of climate and can form the basis for certain climate-related
By-lawCode requirements.
The degree-days below 18°C were compiled for 1300
stations for the 25-year period ending in 2006. This analysis period is consistent
with the one used to derive the design temperatures described above and with the
approach used by ASHRAE.(12)
A difference of only one Celsius degree in the mean annual temperature will cause
a difference of 250 to 350 in the Celsius degree-days. Since differences of 0.5 of
a
Celsius degree in the mean annual temperature are quite likely to occur between two
stations in the same town, heating degree-days cannot be relied on to an accuracy
of
less than about 100 degree-days.
Heating degree-day values for the core areas of larger cities can be 200 to 400
degree-days less (warmer) than for the surrounding fringe areas. The observed
degree-days, which are based on daily temperature observations, are often most
representative of rural settings or the fringe areas of cities.
Climatic Data for Energy Consumption Calculations The climatic elements tabulated in this Appendix represent commonly
used design values but do not include detailed climatic profiles,
such as hourly weather data. Where hourly values of weather data are
needed for the purpose of simulating the annual energy consumption
of a building, they can be obtained from multiple sources, such as
Environment Canada, Natural Resources Canada, the Regional Conservation
Authority and other such public agencies that record this information.
Hourly weather data are also available from public and private agencies
that format this information for use with annual energy consumption
simulation software; in some cases, these data have been incorporated
into the software.
Snow Loads
The roof of a building should be able to support the greatest weight of snow that
is likely to accumulate on it in many years. Some observations of snow on roofs have
been made in Canada, but not enough to form the basis for estimating roof snow loads
throughout the country. Similarly, observations of the weight, or water equivalent,
of the snow on the ground have not been available in digital form in the past. The
observations of roof loads and water equivalents are very useful, as noted below,
but the measured depth of snow on the ground is used to provide the basic
information for a consistent set of snow loads.
The estimation of the design snow load on a roof from snow depth observations
involves the following steps:
- The depth of snow on the ground, which has an annual probability of exceedance of 1-in-50, is computed.
- The appropriate unit weight is selected and used to convert snow depth to loads, Ss.
- The load, Sr, which is due to rain falling on the snow, is computed.
- Because the accumulation of snow on roofs is often different from that on the ground, adjustments are applied to the ground snow load to provide a design snow load on a roof.
The annual maximum depth of snow on the ground has been assembled for 1618
stations for which data has been recorded by the Atmospheric Environment Service
(AES). The period of record used varied from station to station, ranging from 7 to
38 years. These data were analyzed using a Gumbel extreme value distribution fitted
using the method of moments(1) as reported by Newark et al.(2) The resulting values are the snow depths, which have a probability of 1-in-50 of being exceeded in any one
year.
The unit weight of old snow generally ranges from 2 to 5
kN/m3, and it is usually assumed in Canada that
1 kN/m3 is the average for new snow. Average unit
weights of the seasonal snow pack have been derived for different regions across the
country(3) and an appropriate value has been assigned to each weather station. Typically, the values average 2.01
kN/m3 east of the continental divide (except for
2.94 kN/m3 north of the treeline), and range from
2.55 to 4.21 kN/m3 west of the divide. The product of
the 1-in-50 snow depth and the average unit weight of the seasonal snow pack at a
station is converted to the snow load (SL) in units of kilopascals (kPa).
Except for the mountainous areas of western Canada, the values of the ground snow
load at AES stations were normalized assuming a linear variation of the load above
sea level in order to account for the effects of topography. They were then smoothed
using an uncertainty-weighted moving-area average in order to minimize the
uncertainty due to snow depth sampling errors and site-specific variations.
Interpolation from analyzed maps of the smooth normalized values yielded a value for
each location in the Tables, which could then be converted to the listed By-law values (Ss) by means of an equation in the form:
where b is the assumed rate of change of SL with elevation at the
location and Z is the location’s elevation above mean sea level (MSL).
Although they are listed in the Table of Design Data to the nearest tenth of a
kilopascal, values of Ss typically have an uncertainty of about 20 per cent. Areas of sparse data in northern Canada were an exception to this procedure. In
these regions, an analysis was made of the basic SL values. The effects of
topography, variations due to local climates, and smoothing were all subjectively
assessed. The values derived in this fashion were used to modify those derived
objectively.
Tables, which could then be converted to the listed By-law values (Ss) by means of an equation in the form:
per cent. Areas of sparse data in northern Canada were an exception to this procedure. In
these regions, an analysis was made of the basic SL values. The effects of
topography, variations due to local climates, and smoothing were all subjectively
assessed. The values derived in this fashion were used to modify those derived
objectively.
The heaviest loads frequently occur when the snow is wetted by rain, thus the rain
load, Sr, was estimated to the nearest 0.1 kPa and is
provided in the Tables. When values of Sr are added to Ss, this provides a 1-in-50-year estimate of the combined ground snow and rain load. The
values of Sr are based on an analysis of about 2100 weather station
values of the 1-in-50-year one-day maximum rain amount. This return period is
appropriate because the rain amounts correspond approximately to the joint frequency
of occurrence of the one-day rain on maximum snow packs. For the purpose of
estimating rain on snow, the individual observed one-day rain amounts were
constrained to be less than or equal to the snow pack water equivalent, which was
estimated by a snow pack accumulation model reported by Bruce and Clark.(4)
Tables. When values of Sr are added to Ss, this provides a 1-in-50-year estimate of the combined ground snow and rain load. The
values of Sr are based on an analysis of about 2100 weather station
values of the 1-in-50-year one-day maximum rain amount. This return period is
appropriate because the rain amounts correspond approximately to the joint frequency
of occurrence of the one-day rain on maximum snow packs. For the purpose of
estimating rain on snow, the individual observed one-day rain amounts were
constrained to be less than or equal to the snow pack water equivalent, which was
estimated by a snow pack accumulation model reported by Bruce and Clark.(4)The results from surveys of snow loads on roofs indicate that average roof loads
are generally less than loads on the ground. The conditions under which the design
snow load on the roof may be taken as a percentage of the ground snow load are given
in Subsection 4.1.6. of the By-law. The By-law also permits further decreases in design snow loads for steeply sloping roofs, but
requires substantial increases for roofs where snow accumulation may be more rapid
due to such factors as drifting. Recommended adjustments are given in the
User’s Guide – NBC 2010, Structural Commentaries (Part 4 of Division
B).
By-law. The By-law also permits further decreases in design snow loads for steeply sloping roofs, but
requires substantial increases for roofs where snow accumulation may be more rapid
due to such factors as drifting. Recommended adjustments are given in the
User’s Guide – NBC 2010, Structural Commentaries (Part 4 of Division
B).
BC2012 2012-01-01 R1NC2010 2010-01-01 R1
Snow Loads
The roof of a building should be able to support the greatest weight of snow that
is likely to accumulate on it in many years. Some observations of snow on roofs have
been made in Canada, but not enough to form the basis for estimating roof snow loads
throughout the country. Similarly, observations of the weight, or water equivalent,
of the snow on the ground have not been available in digital form in the past. The
observations of roof loads and water equivalents are very useful, as noted below,
but the measured depth of snow on the ground is used to provide the basic
information for a consistent set of snow loads.
The estimation of the design snow load on a roof from snow depth observations
involves the following steps:
- The depth of snow on the ground, which has an annual probability of exceedance of 1-in-50, is computed.
- The appropriate unit weight is selected and used to convert snow depth to loads, Ss.
- The load, Sr, which is due to rain falling on the snow, is computed.
- Because the accumulation of snow on roofs is often different from that on the ground, adjustments are applied to the ground snow load to provide a design snow load on a roof.
The annual maximum depth of snow on the ground has been assembled for 1618
stations for which data has been recorded by the Atmospheric Environment Service
(AES). The period of record used varied from station to station, ranging from 7 to
38 years. These data were analyzed using a Gumbel extreme value distribution fitted
using the method of moments(1) as reported
by Newark et al.(2) The resulting values are
the snow depths, which have a probability of 1-in-50 of being exceeded in any one
year.
The unit weight of old snow generally ranges from 2 to 5
kN/m3, and it is usually assumed in Canada that
1 kN/m3 is the average for new snow. Average unit
weights of the seasonal snow pack have been derived for different regions across the
country(3) and an appropriate value has
been assigned to each weather station. Typically, the values average 2.01
kN/m3 east of the continental divide (except for
2.94 kN/m3 north of the treeline), and range from
2.55 to 4.21 kN/m3 west of the divide. The product of
the 1-in-50 snow depth and the average unit weight of the seasonal snow pack at a
station is converted to the snow load (SL) in units of kilopascals (kPa).
Except for the mountainous areas of western Canada, the values of the ground snow
load at AES stations were normalized assuming a linear variation of the load above
sea level in order to account for the effects of topography. They were then smoothed
using an uncertainty-weighted moving-area average in order to minimize the
uncertainty due to snow depth sampling errors and site-specific variations.
Interpolation from analyzed maps of the smooth normalized values yielded a value for
each location in the TablesTable, which could then be converted to the listed
By-law code values (Ss) by
means of an equation in the form:
where b is the assumed rate of change of SL with elevation at the
location and Z is the location’s elevation above mean sea level (MSL).
Although they are listed in the Table of Design Data to the nearest tenth of a
kilopascal, values of Ss typically have an uncertainty of about 20 per cent20%.
Areas of sparse data in northern Canada were an exception to this procedure. In
these regions, an analysis was made of the basic SL values. The effects of
topography, variations due to local climates, and smoothing were all subjectively
assessed. The values derived in this fashion were used to modify those derived
objectively.
For the mountainous areas of British Columbia, a more complex procedure was required
to account for the variation of loads with terrain and elevation. Since the AES observational
network often does not have sufficient coverage to detail this variability in mountainous
areas, additional snow course observations were obtained from the provincial government
of British Columbia. The additional data allowed detailed local analysis of ground
snow loads on a valley-by-valley basis. Similar to other studies, the data indicated
that snow loads above a critical or reference level increased according to either
a linear or quadratic relation with elevation. The determination of whether the increase
with elevation was linear or quadratic, the rate of the increase and the critical
or reference elevation were found to be specific to the valley and mountain ranges
considered. At valley levels below the critical elevation, the loads generally varied
less significantly with elevation. Calculated valley- and range-specific regression
relations were then used to describe the increase of load with elevation and to normalize
the AES snow observations to a critical or reference level. These normalized values
were smoothed using a weighted moving-average.
Tabulated values cannot be expected to indicate all the local differences in Ss. For this reason, especially in complex terrain areas, values should not be interpolated
from the Table for unlisted locations. The values of Ss in the Table apply for the elevation and the latitude and longitude of the location,
as defined by the Gazetteer of Canada. Values at other locations can be obtained from
Environment Canada.
The heaviest loads frequently occur when the snow is wetted by rain, thus the rain
load, Sr, was estimated to the nearest 0.1 kPa and is
provided in the TablesTable. When values of Sr are added to Ss, this
provides a 1-in-50-year estimate of the combined ground snow and rain load. The
values of Sr are based on an analysis of about 2100 weather station
values of the 1-in-50-year one-day maximum rain amount. This return period is
appropriate because the rain amounts correspond approximately to the joint frequency
of occurrence of the one-day rain on maximum snow packs. For the purpose of
estimating rain on snow, the individual observed one-day rain amounts were
constrained to be less than or equal to the snow pack water equivalent, which was
estimated by a snow pack accumulation model reported by Bruce and Clark.(4)
The results from surveys of snow loads on roofs indicate that average roof loads
are generally less than loads on the ground. The conditions under which the design
snow load on the roof may be taken as a percentage of the ground snow load are given
in Subsection 4.1.6. of the By-lawCode. The By-lawCode also
permits further decreases in design snow loads for steeply sloping roofs, but
requires substantial increases for roofs where snow accumulation may be more rapid
due to such factors as drifting. Recommended adjustments are given in the
User’s Guide – NBC 2010, Structural Commentaries (Part 4 of Division
B).
Snow Loads
The roof of a building should be able to support the greatest weight of snow that
is likely to accumulate on it in many years. Some observations of snow on roofs have
been made in Canada, but not enough to form the basis for estimating roof snow loads
throughout the country. Similarly, observations of the weight, or water equivalent,
of the snow on the ground have not been available in digital form in the past. The
observations of roof loads and water equivalents are very useful, as noted below,
but the measured depth of snow on the ground is used to provide the basic
information for a consistent set of snow loads.
The estimation of the design snow load on a roof from snow depth observations
involves the following steps:
- The depth of snow on the ground, which has an annual probability of exceedance of 1-in-50, is computed.
- The appropriate unit weight is selected and used to convert snow depth to loads, Ss.
- The load, Sr, which is due to rain falling on the snow, is computed.
- Because the accumulation of snow on roofs is often different from that on the ground, adjustments are applied to the ground snow load to provide a design snow load on a roof.
The annual maximum depth of snow on the ground has been assembled for 1618
stations for which data has been recorded by the Atmospheric Environment Service
(AES). The period of record used varied from station to station, ranging from 7 to
38 years. These data were analyzed using a Gumbel extreme value distribution fitted
using the method of moments(1) as reported
by Newark et al.(2) The resulting values are
the snow depths, which have a probability of 1-in-50 of being exceeded in any one
year.
The unit weight of old snow generally ranges from 2 to 5
kN/m3, and it is usually assumed in Canada that
1 kN/m3 is the average for new snow. Average unit
weights of the seasonal snow pack have been derived for different regions across the
country(3) and an appropriate value has
been assigned to each weather station. Typically, the values average 2.01
kN/m3 east of the continental divide (except for
2.94 kN/m3 north of the treeline), and range from
2.55 to 4.21 kN/m3 west of the divide. The product of
the 1-in-50 snow depth and the average unit weight of the seasonal snow pack at a
station is converted to the snow load (SL) in units of kilopascals (kPa).
Except for the mountainous areas of western Canada, the values of the ground snow
load at AES stations were normalized assuming a linear variation of the load above
sea level in order to account for the effects of topography. They were then smoothed
using an uncertainty-weighted moving-area average in order to minimize the
uncertainty due to snow depth sampling errors and site-specific variations.
Interpolation from analyzed maps of the smooth normalized values yielded a value for
each location in the TablesTable, which could then be converted to the listed
By-law code values (Ss) by
means of an equation in the form:
where b is the assumed rate of change of SL with elevation at the
location and Z is the location’s elevation above mean sea level (MSL).
Although they are listed in the Table of Design Data to the nearest tenth of a
kilopascal, values of Ss typically have an uncertainty of about 20 per cent20%.
Areas of sparse data in northern Canada were an exception to this procedure. In
these regions, an analysis was made of the basic SL values. The effects of
topography, variations due to local climates, and smoothing were all subjectively
assessed. The values derived in this fashion were used to modify those derived
objectively.
For the mountainous areas of British Columbia, Yukon, and the foothills area of Alberta,
a more complex procedure was required to account for the variation of loads with terrain
and elevation. Since the AES observational network often does not have sufficient
coverage to detail this variability in mountainous areas, additional snow course observations
were obtained from the provincial and territorial governments of British Columbia,
Yukon, and Alberta. The additional data allowed detailed local analysis of ground
snow loads on a valley-by-valley basis. Similar to other studies, the data indicated
that snow loads above a critical or reference level increased according to either
a linear or quadratic relation with elevation. The determination of whether the increase
with elevation was linear or quadratic, the rate of the increase and the critical
or reference elevation were found to be specific to the valley and mountain ranges
considered. At valley levels below the critical elevation, the loads generally varied
less significantly with elevation. Calculated valley- and range-specific regression
relations were then used to describe the increase of load with elevation and to normalize
the AES snow observations to a critical or reference level. These normalized values
were smoothed using a weighted moving-average.
Tabulated values cannot be expected to indicate all the local differences in Ss. For this reason, especially in complex terrain areas, values should not be interpolated
from the Table for unlisted locations. The values of Ss in the Table apply for the elevation and the latitude and longitude of the location,
as defined by the Gazetteer of Canada. Values at other locations can be obtained from
Environment Canada.
The heaviest loads frequently occur when the snow is wetted by rain, thus the rain
load, Sr, was estimated to the nearest 0.1 kPa and is
provided in the TablesTable. When values of Sr are added to Ss, this
provides a 1-in-50-year estimate of the combined ground snow and rain load. The
values of Sr are based on an analysis of about 2100 weather station
values of the 1-in-50-year one-day maximum rain amount. This return period is
appropriate because the rain amounts correspond approximately to the joint frequency
of occurrence of the one-day rain on maximum snow packs. For the purpose of
estimating rain on snow, the individual observed one-day rain amounts were
constrained to be less than or equal to the snow pack water equivalent, which was
estimated by a snow pack accumulation model reported by Bruce and Clark.(4)
The results from surveys of snow loads on roofs indicate that average roof loads
are generally less than loads on the ground. The conditions under which the design
snow load on the roof may be taken as a percentage of the ground snow load are given
in Subsection 4.1.6. of the By-lawCode. The By-lawCode also
permits further decreases in design snow loads for steeply sloping roofs, but
requires substantial increases for roofs where snow accumulation may be more rapid
due to such factors as drifting. Recommended adjustments are given in the
User’s Guide – NBC 2010, Structural Commentaries (Part 4 of Division
B).
Annual Total Precipitation
Total precipitation is the sum in millimetres of the measured depth of rainwater
and the estimated or measured water equivalent of the snow (typically estimated as
0.1 of the measured depth of snow, since the average density of fresh snow is about
0.1 that of water).
The average annual total precipitation amounts in the Tables have been interpolated from an analysis of precipitation observations from 1379 stations for the 30-year
period from 1961 to 1990.
Tables have been interpolated from an analysis of precipitation observations from 1379 stations for the 30-year
period from 1961 to 1990.
NC2010 2010-01-01 R1
Annual Total Precipitation
Total precipitation is the sum in millimetres of the measured depth of rainwater
and the estimated or measured water equivalent of the snow (typically estimated as
0.1 of the measured depth of snow, since the average density of fresh snow is about
0.1 that of water).
The average annual total precipitation amounts in the TablesTable have been interpolated
from an analysis of precipitation observations from 1379 stations for the 30-year
period from 1961 to 1990.
Annual Rainfall
The total amount of rain that normally falls in one year is frequently used as a
general indication of the wetness of a climate, and is therefore included in this
By-law. See also Moisture Index below.
By-law. See also Moisture Index below.
NC2010 2010-01-01 R1
Annual Rainfall
The total amount of rain that normally falls in one year is frequently used as a
general indication of the wetness of a climate, and is therefore included in this
By-lawAppendix. See also Moisture Index below.
Rainfall Intensity
Roof drainage systems are designed to carry off rainwater from the most intense
rainfall that is likely to occur. A certain amount of time is required for the
rainwater to flow across and down the roof before it enters the gutter or drainage
system. This results in the smoothing out of the most rapid changes in rainfall
intensity. The drainage system, therefore, need only cope with the flow of rainwater
produced by the average rainfall intensity over a period of a few minutes, which can
be called the concentration time.
In Canada, it has been customary to use the 15-minute rainfall that will probably
be exceeded on an average of once in 10 years. The concentration time for small
roofs is much less than 15 minutes and hence the design intensity will
be exceeded more frequently than once in 10 years. The safety factors in Book II
(Plumbing Systems) of the By-law will probably reduce the frequency to a reasonable value and, in addition, the
occasional failure of a roof drainage system will not be particularly serious in
most cases.
By-law will probably reduce the frequency to a reasonable value and, in addition, the
occasional failure of a roof drainage system will not be particularly serious in
most cases.
The rainfall intensity values were updated for the 2014 edition of the By-law using observations of annual maximum 15-minute rainfall amounts from 485 stations with 10 or more years
of
record, including data up to 2007 for some stations. Ten-year return period
values—the 15-minute rainfall having a probability of 1-in-10 of being
exceeded in any year— were calculated by fitting the annual maximum values to
the Gumbel extreme value distribution(1) using the method of moments. The updated values are compiled from the most recent
short-duration rainfall intensity-duration-frequency (IDF) graphs and tables
available from Environment Canada.
BC2012 2012-01-01 R1NC2010 2010-01-01 R1
Rainfall Intensity
Roof drainage systems are designed to carry off rainwater from the most intense
rainfall that is likely to occur. A certain amount of time is required for the
rainwater to flow across and down the roof before it enters the gutter or drainage
system. This results in the smoothing out of the most rapid changes in rainfall
intensity. The drainage system, therefore, need only cope with the flow of rainwater
produced by the average rainfall intensity over a period of a few minutes, which can
be called the concentration time.
In Canada, it has been customary to use the 15-minute rainfall that will probably
be exceeded on an average of once in 10 years. The concentration time for small
roofs is much less than 15 minutes and hence the design intensity will
be exceeded more frequently than once in 10 years. The safety factors in Book II
(Plumbing Systems) of the By-law
British Columbia Building Code will probably reduce the frequency to a reasonable value and, in addition, the
occasional failure of a roof drainage system will not be particularly serious in
most cases.
The rainfall intensity values were updated for the
2014 2012
edition of the
By-law Code using observations of
annual maximum 15-minute rainfall amounts from 485 stations with 10 or more years
of
record, including data up to 2007 for some stations. Ten-year return period
values—the 15-minute rainfall having a probability of 1-in-10 of being
exceeded in any year— were calculated by fitting the annual maximum values to
the Gumbel extreme value distribution(1)
using the method of moments. The updated values are compiled from the most recent
short-duration rainfall intensity-duration-frequency (IDF) graphs and tables
available from Environment Canada.
It is very difficult to estimate the pattern of rainfall intensity in mountainous
areas, where precipitation is extremely variable and rainfall intensity can be much
greater than in other types of areas. Many of the observations for these areas were
taken at locations in valley bottoms or in extensive, fairly level areas.
Rainfall Intensity
Roof drainage systems are designed to carry off rainwater from the most intense
rainfall that is likely to occur. A certain amount of time is required for the
rainwater to flow across and down the roof before it enters the gutter or drainage
system. This results in the smoothing out of the most rapid changes in rainfall
intensity. The drainage system, therefore, need only cope with the flow of rainwater
produced by the average rainfall intensity over a period of a few minutes, which can
be called the concentration time.
In Canada, it has been customary to use the 15-minute rainfall that will probably
be exceeded on an average of once in 10 years. The concentration time for small
roofs is much less than 15 minutes and hence the design intensity will
be exceeded more frequently than once in 10 years. The safety factors in Book II
(Plumbing Systems) of the By-law
the
National Plumbing Code of Canada 2010 will probably reduce the frequency to a reasonable value and, in addition, the
occasional failure of a roof drainage system will not be particularly serious in
most cases.
The rainfall intensity values were updated for the
2014 2010
edition of the
By-law Code using observations of
annual maximum 15-minute rainfall amounts from 485 stations with 10 or more years
of
record, including data up to 2007 for some stations. Ten-year return period
values—the 15-minute rainfall having a probability of 1-in-10 of being
exceeded in any year— were calculated by fitting the annual maximum values to
the Gumbel extreme value distribution(1)
using the method of moments. The updated values are compiled from the most recent
short-duration rainfall intensity-duration-frequency (IDF) graphs and tables
available from Environment Canada.
It is very difficult to estimate the pattern of rainfall intensity in mountainous
areas, where precipitation is extremely variable and rainfall intensity can be much
greater than in other types of areas. Many of the observations for these areas were
taken at locations in valley bottoms or in extensive, fairly level areas.
One-Day Rainfall
If for any reason a roof drainage system becomes ineffective, the accumulation of
rainwater may be great enough in some cases to cause a significant increase in the
load on the roof. In previous editions of this information, it had been common
practice to use the maximum one-day rainfall ever observed for estimating the
additional load. Since the length of record for weather stations is quite variable,
the maximum one-day rainfall amounts in previous editions often reflected the
variable length of record at nearby stations as much as the climatology. As a
result, the maximum values often differed greatly within relatively small areas
where little difference should be expected. The current values have been
standardized to represent the one-day rainfall amounts that have 1 chance in 50 of
being exceeded in any one year or the 1-in-50-year return value one-day
rainfalls.
The one-day rainfall values were updated using daily rainfall observations from more than 3500 stations with 10 years or more of record, including
data up to 2008 for some stations. The 50-year return period values were calculated
by fitting the annual maximum one-day rainfall observations to the Gumbel extreme
value distribution using the method of moments.(1)
updated using daily rainfall observations from more than 3500 stations with 10 years or more of record, including
data up to 2008 for some stations. The 50-year return period values were calculated
by fitting the annual maximum one-day rainfall observations to the Gumbel extreme
value distribution using the method of moments.(1)Rainfall frequency observations can vary considerably over time and space. This is
especially true for mountainous areas, where elevation effects can be significant.
In other areas, small-scale intense storms or local influences can produce
significant spatial variability in the data. As a result, the analysis incorporates
some spatial smoothing.
NC2010 2010-01-01 R1
One-Day Rainfall
If for any reason a roof drainage system becomes ineffective, the accumulation of
rainwater may be great enough in some cases to cause a significant increase in the
load on the roof. In previous editions of this information, it had been common
practice to use the maximum one-day rainfall ever observed for estimating the
additional load. Since the length of record for weather stations in Canada is quite variable,
the maximum one-day rainfall amounts in previous editions often reflected the
variable length of record at nearby stations as much as the climatology. As a
result, the maximum values often differed greatly within relatively small areas
where little difference should be expected. The current values have been
standardized to represent the one-day rainfall amounts that have 1 chance in 50 of
being exceeded in any one year or the 1-in-50-year return value one-day
rainfalls.
The one-day rainfall values were updated using daily rainfall
observations from more than 3500 stations with 10 years or more of record, including
data up to 2008 for some stations. The 50-year return period values were calculated
by fitting the annual maximum one-day rainfall observations to the Gumbel extreme
value distribution using the method of moments.(1)
Rainfall frequency observations can vary considerably over time and space. This is
especially true for mountainous areas, where elevation effects can be significant.
In other areas, small-scale intense storms or local influences can produce
significant spatial variability in the data. As a result, the analysis incorporates
some spatial smoothing.
Moisture Index (MI)
Moisture index (MI) values were developed through the work of
a consortium that included representatives from industry and researchers
from the Institute for Research in Construction at NRC.10 The MI is an indicator of the moisture
load imposed on a building by the climate and is used in Part 9 to
define the minimum levels of protection from precipitation to be provided
by cladding assemblies on exterior walls.
It must be noted, in using MI values to determine the appropriate
levels of protection from precipitation, that weather conditions can
vary markedly within a relatively small geographical area. Although
the values provided in the Table give a good indication of the average
conditions within a particular region, some caution must be exercised
when applying them to a locality that is outside the region where
the weather station is located.
MI is calculated from a wetting index (WI) and a drying index
(DI).
Wetting Index (WI)
To define, quantitatively, the rainwater load on a wall, wind speed and wind
direction have to be taken into consideration in addition to rainfall, along with
factors that can affect exposure, such as nearby buildings, vegetation and
topography.
The wetting index (WI) is based on annual rainfall and is normalized
based on 1000 mm.
NC2010 2010-01-01 R1
Wetting Index (WI)
To define, quantitatively, the rainwater load on a wall, wind speed and wind
direction have to be taken into consideration in addition to rainfall, along with
factors that can affect exposure, such as nearby buildings, vegetation and
topography. Quantitative determination of load, including wind speed and wind direction, can
be done. However, due to limited weather data, it is not currently possible to provide
this information for most of the locations identified in the Table.
This lack of information, however, has been shown to be non-critical for the purpose
of classifying locations in terms of severity of rain load. The results of the research
indicated that simple annual rainfall is as good an indicator as any for describing
rainwater load. That is to say, for Canadian locations, and especially once drying
is accounted for, the additional sensitivity provided by hourly directional rainfall
values does not have a significant effect on the order in which locations appear when
listed from wet to dry.
The Consequently, the wetting index (WI) is based on annual rainfall and is normalized
based on 1000 mm.
Drying Index (DI)
Temperature and relative humidity together define the drying capacity of ambient
air. Based on simple psychrometrics, values were derived for the locations listed
in
the Tables using annual average drying capacity normalized based on the drying capacity at Lytton, B.C. The resultant values are referred to as drying indices
(DI).
Tables using annual average drying capacity normalized based on the drying capacity at Lytton, B.C. The resultant values are referred to as drying indices
(DI).
NC2010 2010-01-01 R1
Drying Index (DI)
Temperature and relative humidity together define the drying capacity of ambient
air. Based on simple psychrometrics, values were derived for the locations listed
in
the TablesTable using annual average drying capacity normalized based on the drying
capacity at Lytton, B.C. The resultant values are referred to as drying indices
(DI).
Determination of Moisture Index (MI)
The relationship between WI and DI to correctly define moisture loading on a wall
is not known. The MI values provided in the Table are based on the root mean square
values of WI and 1-DI, with those values equally weighted. This is illustrated in
Figure C-A-A. The resultant MI values are sufficiently consistent with
industry’s understanding of climate severity with respect to moisture loading
as to allow limits to be identified for the purpose of specifying where additional
protection from precipitation is required.
NC2010 2010-01-01 R1
Determination of Moisture Index (MI)
The relationship between WI and DI to correctly define moisture loading on a wall
is not known. The MI values provided in the Table are based on the root mean square
values of WI and 1-DI, with those values equally weighted. This is illustrated in
Figure C-A-AC-1. The resultant MI values are sufficiently consistent with
industry’s understanding of climate severity with respect to moisture loading
as to allow limits to be identified for the purpose of specifying where additional
protection from precipitation is required.
Figure C-A-A
Derivation of moisture index (MI) based on normalized values for wetting index
(WI) and drying index (DI)
Notes to Figure C-A-A:
Driving Rain Wind Pressure (DRWP)
The presence of rainwater on the face of a building, with or without wind, must be
addressed in the design and construction of the building envelope so as to minimize
the entry of water into the assembly. Wind pressure on the windward faces of a
building will promote the flow of water through any open joints or cracks in the
facade.
Driving rain wind pressure (DRWP) is the wind load that is coincident with rain,
measured or calculated at a height of 10 m. The values provided in the
Table represent the loads for which there is 1 chance in 5 of being reached or
exceeded in any one year, or a probability of 20 per cent within any one year. Approximate adjustments for height can be made using the values for Ce given in
Sentence 4.1.7.1.(5) as a multiplier.
per cent within any one year. Approximate adjustments for height can be made using the values for Ce given in
Sentence 4.1.7.1.(5) as a multiplier. Because of inaccuracies in developing the DRWP values related to the averaging of
extreme wind pressures, the actual heights of recording anemometers, and the use of
estimated rather than measured rainfall values, the values are considered to be
higher than actual loads(9) Thus the actual
probability of reaching or exceeding the DRWP in a particular location is less than
20 per cent per year and these values can be considered to be conservative.
per cent per year and these values can be considered to be conservative. DRWP can be used to determine the height to which wind will drive rainwater up
enclosed vertical conduits. This provides a conservative estimate of the height
needed for fins in window extrusions and end dams on flashings to control water
ingress. This height can be calculated as:
Note that the pressure difference across the building envelope may be augmented by
internal pressures induced in the building interior by the wind. These additional
pressures can be estimated using the information provided in the Commentary entitled
Wind Load and Effects of the User’s Guide – NBC 2010, Structural Commentaries (Part
4 of Division B).
NC2010 2010-01-01 R1
Driving Rain Wind Pressure (DRWP)
The presence of rainwater on the face of a building, with or without wind, must be
addressed in the design and construction of the building envelope so as to minimize
the entry of water into the assembly. Wind pressure on the windward faces of a
building will promote the flow of water through any open joints or cracks in the
facade.
Driving rain wind pressure (DRWP) is the wind load that is coincident with rain,
measured or calculated at a height of 10 m. The values provided in the
Table represent the loads for which there is 1 chance in 5 of being reached or
exceeded in any one year, or a probability of 20 per cent 20% within any one year. Approximate
adjustments for height can be made using the values for Ce given in
Sentence 4.1.7.1.(5) as a multiplier.
Because of inaccuracies in developing the DRWP values related to the averaging of
extreme wind pressures, the actual heights of recording anemometers, and the use of
estimated rather than measured rainfall values, the values are considered to be
higher than actual loads(9) Thus the actual
probability of reaching or exceeding the DRWP in a particular location is less than
2020% per cent per year and these values can be considered to be conservative.
DRWP can be used to determine the height to which wind will drive rainwater up
enclosed vertical conduits. This provides a conservative estimate of the height
needed for fins in window extrusions and end dams on flashings to control water
ingress. This height can be calculated as:
Note that the pressure difference across the building envelope may be augmented by
internal pressures induced in the building interior by the wind. These additional
pressures can be estimated using the information provided in the Commentary entitled
Wind Load and Effects of the User’s Guide – NBC 2010, Structural Commentaries (Part
4 of Division B).
Wind Effects
All structures need to be designed to ensure that the main structural system and
all secondary components, such as cladding and appurtenances, will withstand the
pressures and suctions caused by the strongest wind likely to blow at that location
in many years. Some flexible structures, such as tall buildings, slender towers and
bridges, also need to be designed to minimize excessive wind-induced oscillations
or
vibrations.
At any time, the wind acting upon a structure can be treated as a mean or
time-averaged component and as a gust or unsteady component. For a small structure,
which is completely enveloped by wind gusts, it is only the peak gust velocity that
needs to be considered. For a large structure, the wind gusts are not well
correlated over its different parts and the effects of individual gusts become less
significant. The User’s Guide – NBC 2010, Structural Commentaries (Part
4 of Division B) evaluates the mean pressure acting on a structure, provide
appropriate adjustments for building height and exposure and for the influence of
the surrounding terrain and topography (including wind speed-up for hills), and then
incorporate the effects of wind gusts by means of the gust factor, which varies
according to the type of structure and the size of the area over which the pressure
acts.
The wind speeds and corresponding velocity pressures used in the By-law are regionally representative or reference values. The reference wind speeds are nominal one-hour averages of wind
speeds representative of the 10 m height in flat open terrain
corresponding to Exposure A or open terrain in the terminology of the User’s
Guide – NBC 2010, Structural Commentaries (Part 4 of Division B). The
reference wind speeds and wind velocity pressures are based on long-term wind
records observed at a large number of weather stations across Canada.
By-law are regionally representative or reference values. The reference wind speeds are nominal one-hour averages of wind
speeds representative of the 10 m height in flat open terrain
corresponding to Exposure A or open terrain in the terminology of the User’s
Guide – NBC 2010, Structural Commentaries (Part 4 of Division B). The
reference wind speeds and wind velocity pressures are based on long-term wind
records observed at a large number of weather stations across Canada.
Reference wind velocity pressures in previous versions of the By-law since 1961 were based mostly on records of hourly averaged wind speeds (i.e. the number of miles of wind
passing an anemometer in an hour) from over 100 stations with 10 to 22 years of
observations ending in the 1950s. The wind pressure values derived from these
measurements represented true hourly wind pressures.The reference wind velocity pressures were reviewed and updated for the 2014 edition of the By-law. The primary data set used for the analysis comprised wind records compiled from about 135 stations with
hourly averaged wind speeds and from 465 stations with aviation (one- or two-minute
average) speeds or surface weather (ten-minute average) speeds observed once per
hour at the top of the hour; the periods of record used ranged from 10 to 54 years.
In addition, peak wind gust records from 400 stations with periods of record ranging
from 10 to 43 years were used. Peak wind gusts (gust durations of approximately 3
to
7 seconds) were used to supplement the primary once-per-hour observations in the
analysis.Several steps were involved in updating the reference wind values. Where needed, speeds were adjusted to represent the standard anemometer
height above ground of 10 m. The data from years when the anemometer at a station
was installed on the top of a lighthouse or building were eliminated from the
analysis since it is impractical to adjust for the effects of wind flow over the
structure. (Most anemometers were moved to 10 m towers by the 1960s.)
Wind speeds of the various observation types—hourly averaged, aviation,
surface weather and peak wind gust—were adjusted to account for different
measure durations to represent a one-hour averaging period and to account for
differences in the surface roughness of flat open terrain at observing
stations.The annual maximum wind speed data was fitted to the Gumbel distribution using the method of moments(1) to calculate hourly wind speeds having the annual probability of occurrence of 1-in-10 and 1-in-50 (10-year and 50-year return periods). The values
were plotted on maps, then analyzed and abstracted for the locations in Tables 1.1.3.1.A and 1.1.3.1.B..The wind velocity pressures, q, were calculated in Pascals using the following
equation:
where ρ is an average air density for the windy months of the year
and V is wind speed in metres per second. While air density depends on both air
temperature and atmospheric pressure, the density of dry air at 0°C and
standard atmospheric pressure of 1.2929 kg/m3 was used
as an average value for the wind pressure calculations. As explained by Boyd(6), this value is within 10 per cent of the monthly average air densities for most of Canada in the windy part of the year.
per cent of the monthly average air densities for most of Canada in the windy part of the year.
As a result of the updating procedure, the 1-in-50
reference wind velocity pressures remain unchanged for the locations listed
in Tables 1.1.3.1.A and 1.1.3.1.B..
Tables 1.1.3.1.A and 1.1.3.1.B.. Hourly wind speeds that have 1 chance in 10 and 50* of being exceeded in any one year were analyzed using the Gumbel extreme value distribution fitted using the method of moments with correction for sample
size. Values of the 1-in-30-year wind speeds for locations in the Table were
estimated from a mapping analysis of wind speeds. The 1-in-10- and 1-in-50-year
speeds were then computed from the 1-in-30-year speeds using a map of the dispersion
parameter that occurs in the Gumbel analysis.(1)
|
|
|
| * | Wind speeds that have a one-in-”n”-year chance of being
exceeded in any year can be computed from the one-in-10 and one-in-50 return
values in the Table using the following equation:
 |
Table C-1. has been arranged to give pressures to the nearest one-hundredth of a kPa and their corresponding wind speeds. The value of
“q” in kPa is assumed to be equal to 0.00064645
V2, where V is given in m/s.
BC2012 2012-01-01 R1NC2010 2010-01-01 R1
Wind Effects
All structures need to be designed to ensure that the main structural system and
all secondary components, such as cladding and appurtenances, will withstand the
pressures and suctions caused by the strongest wind likely to blow at that location
in many years. Some flexible structures, such as tall buildings, slender towers and
bridges, also need to be designed to minimize excessive wind-induced oscillations
or
vibrations.
At any time, the wind acting upon a structure can be treated as a mean or
time-averaged component and as a gust or unsteady component. For a small structure,
which is completely enveloped by wind gusts, it is only the peak gust velocity that
needs to be considered. For a large structure, the wind gusts are not well
correlated over its different parts and the effects of individual gusts become less
significant. The User’s Guide – NBC 2010, Structural Commentaries (Part
4 of Division B) evaluates the mean pressure acting on a structure, provide
appropriate adjustments for building height and exposure and for the influence of
the surrounding terrain and topography (including wind speed-up for hills), and then
incorporate the effects of wind gusts by means of the gust factor, which varies
according to the type of structure and the size of the area over which the pressure
acts.
The wind speeds and corresponding velocity pressures used in the By-lawCode are regionally representative or
reference values. The reference wind speeds are nominal one-hour averages of wind
speeds representative of the 10 m height in flat open terrain
corresponding to Exposure A or open terrain in the terminology of the User’s
Guide – NBC 2010, Structural Commentaries (Part 4 of Division B). The
reference wind speeds and wind velocity pressures are based on long-term wind
records observed at a large number of weather stations across Canada.
Reference wind velocity pressures in previous versions of
the By-lawCode since 1961 were based
mostly on records of hourly averaged wind speeds (i.e. the number of miles of wind
passing an anemometer in an hour) from over 100 stations with 10 to 22 years of
observations ending in the 1950s. The wind pressure values derived from these
measurements represented true hourly wind pressures.
The reference wind velocity pressures were reviewed and
updated for the 20142012 edition of the
By-law Code. The primary data set
used for the analysis comprised wind records compiled from about 135 stations with
hourly averaged wind speeds and from 465 stations with aviation (one- or two-minute
average) speeds or surface weather (ten-minute average) speeds observed once per
hour at the top of the hour; the periods of record used ranged from 10 to 54 years.
In addition, peak wind gust records from 400 stations with periods of record ranging
from 10 to 43 years were used. Peak wind gusts (gust durations of approximately 3
to
7 seconds) were used to supplement the primary once-per-hour observations in the
analysis.
Several steps were involved in updating the reference
wind values. Where needed, speeds were adjusted to represent the standard anemometer
height above ground of 10 m. The data from years when the anemometer at a station
was installed on the top of a lighthouse or building were eliminated from the
analysis since it is impractical to adjust for the effects of wind flow over the
structure. (Most anemometers were moved to 10 m towers by the 1960s.)
Wind speeds of the various observation types—hourly averaged, aviation,
surface weather and peak wind gust—were adjusted to account for different
measure durations to represent a one-hour averaging period and to account for
differences in the surface roughness of flat open terrain at observing
stations.
The annual maximum wind speed data was fitted to the
Gumbel distribution using the method of moments(1) to calculate hourly wind speeds having the annual probability of
occurrence of 1-in-10 and 1-in-50 (10-year and 50-year return periods). The values
were plotted on maps, then analyzed and abstracted for the locations in Tables 1.1.3.1.A and 1.1.3.1.B..Table
C-2.
The wind velocity pressures, q, were calculated in Pascals using the following
equation:
where ρ is an average air density for the windy months of the year
and V is wind speed in metres per second. While air density depends on both air
temperature and atmospheric pressure, the density of dry air at 0°C and
standard atmospheric pressure of 1.2929 kg/m3 was used
as an average value for the wind pressure calculations. As explained by Boyd(6), this value is within 10 per cent 10% of the monthly
average air densities for most of Canada in the windy part of the year.
As a result of the updating procedure, the 1-in-50
reference wind velocity pressures remain unchanged for the locations listed
in Tables 1.1.3.1.A and 1.1.3.1.B..
As a result of the updating procedure, the 1-in-50
reference wind velocity pressures remain unchanged for most of the locations listed
in Table C-2; both increases and decreases were noted for the remaining locations.
Many of the decreases resulted from the fact that anemometers at most of the stations
used in the previous analysis were installed on lighthouses, airport hangers and other
structures. Wind speeds on the tops of buildings are often much higher compared to
those registered by a standard 10 m tower. Eliminating anemometer data recorded on
the tops of buildings from the analysis resulted in lower values at several locations.
Hourly wind speeds that have 1 chance in 10 and 50(44) of being exceeded in any one year were analyzed using the Gumbel extreme
value distribution fitted using the method of moments with correction for sample
size. Values of the 1-in-30-year wind speeds for locations in the Table were
estimated from a mapping analysis of wind speeds. The 1-in-10- and 1-in-50-year
speeds were then computed from the 1-in-30-year speeds using a map of the dispersion
parameter that occurs in the Gumbel analysis.(1)
|
|
|
| * | Wind speeds that have a one-in-”n”-year chance of being
exceeded in any year can be computed from the one-in-10 and one-in-50 return
values in the Table using the following equation:
|
Table C-1. has been arranged to give pressures to the nearest
one-hundredth of a kPa and their corresponding wind speeds. The value of
“q” in kPa is assumed to be equal to 0.00064645
V2, where V is given in m/s.
Wind Effects
All structures need to be designed to ensure that the main structural system and
all secondary components, such as cladding and appurtenances, will withstand the
pressures and suctions caused by the strongest wind likely to blow at that location
in many years. Some flexible structures, such as tall buildings, slender towers and
bridges, also need to be designed to minimize excessive wind-induced oscillations
or
vibrations.
At any time, the wind acting upon a structure can be treated as a mean or
time-averaged component and as a gust or unsteady component. For a small structure,
which is completely enveloped by wind gusts, it is only the peak gust velocity that
needs to be considered. For a large structure, the wind gusts are not well
correlated over its different parts and the effects of individual gusts become less
significant. The User’s Guide – NBC 2010, Structural Commentaries (Part
4 of Division B) evaluates the mean pressure acting on a structure, provide
appropriate adjustments for building height and exposure and for the influence of
the surrounding terrain and topography (including wind speed-up for hills), and then
incorporate the effects of wind gusts by means of the gust factor, which varies
according to the type of structure and the size of the area over which the pressure
acts.
The wind speeds and corresponding velocity pressures used in the By-lawCode are regionally representative or
reference values. The reference wind speeds are nominal one-hour averages of wind
speeds representative of the 10 m height in flat open terrain
corresponding to Exposure A or open terrain in the terminology of the User’s
Guide – NBC 2010, Structural Commentaries (Part 4 of Division B). The
reference wind speeds and wind velocity pressures are based on long-term wind
records observed at a large number of weather stations across Canada.
Reference wind velocity pressures in previous versions of
the By-lawCode since 1961 were based
mostly on records of hourly averaged wind speeds (i.e. the number of miles of wind
passing an anemometer in an hour) from over 100 stations with 10 to 22 years of
observations ending in the 1950s. The wind pressure values derived from these
measurements represented true hourly wind pressures.
The reference wind velocity pressures were reviewed and
updated for the 20142010 edition of the
By-law Code. The primary data set
used for the analysis comprised wind records compiled from about 135 stations with
hourly averaged wind speeds and from 465 stations with aviation (one- or two-minute
average) speeds or surface weather (ten-minute average) speeds observed once per
hour at the top of the hour; the periods of record used ranged from 10 to 54 years.
In addition, peak wind gust records from 400 stations with periods of record ranging
from 10 to 43 years were used. Peak wind gusts (gust durations of approximately 3
to
7 seconds) were used to supplement the primary once-per-hour observations in the
analysis.
Several steps were involved in updating the reference
wind values. Where needed, speeds were adjusted to represent the standard anemometer
height above ground of 10 m. The data from years when the anemometer at a station
was installed on the top of a lighthouse or building were eliminated from the
analysis since it is impractical to adjust for the effects of wind flow over the
structure. (Most anemometers were moved to 10 m towers by the 1960s.)
Wind speeds of the various observation types—hourly averaged, aviation,
surface weather and peak wind gust—were adjusted to account for different
measure durations to represent a one-hour averaging period and to account for
differences in the surface roughness of flat open terrain at observing
stations.
The annual maximum wind speed data was fitted to the
Gumbel distribution using the method of moments(1) to calculate hourly wind speeds having the annual probability of
occurrence of 1-in-10 and 1-in-50 (10-year and 50-year return periods). The values
were plotted on maps, then analyzed and abstracted for the locations in Tables 1.1.3.1.A and 1.1.3.1.B..Table
C-2.
The wind velocity pressures, q, were calculated in Pascals using the following
equation:
where ρ is an average air density for the windy months of the year
and V is wind speed in metres per second. While air density depends on both air
temperature and atmospheric pressure, the density of dry air at 0°C and
standard atmospheric pressure of 1.2929 kg/m3 was used
as an average value for the wind pressure calculations. As explained by Boyd(6), this value is within 10 per cent 10% of the monthly
average air densities for most of Canada in the windy part of the year.
As a result of the updating procedure, the 1-in-50
reference wind velocity pressures remain unchanged for the locations listed
in Tables 1.1.3.1.A and 1.1.3.1.B..
As a result of the updating procedure, the 1-in-50
reference wind velocity pressures remain unchanged for most of the locations listed
in Table C-2; both increases and decreases were noted for the remaining locations.
Many of the decreases resulted from the fact that anemometers at most of the stations
used in the previous analysis were installed on lighthouses, airport hangers and other
structures. Wind speeds on the tops of buildings are often much higher compared to
those registered by a standard 10 m tower. Eliminating anemometer data recorded on
the tops of buildings from the analysis resulted in lower values at several locations.
Hourly wind speeds that have 1 chance in 10 and 50(44) of being exceeded in any one year were analyzed using the Gumbel extreme
value distribution fitted using the method of moments with correction for sample
size. Values of the 1-in-30-year wind speeds for locations in the Table were
estimated from a mapping analysis of wind speeds. The 1-in-10- and 1-in-50-year
speeds were then computed from the 1-in-30-year speeds using a map of the dispersion
parameter that occurs in the Gumbel analysis.(1)
|
|
|
| * | Wind speeds that have a one-in-”n”-year chance of being
exceeded in any year can be computed from the one-in-10 and one-in-50 return
values in the Table using the following equation:
|
Table C-1. has been arranged to give pressures to the nearest
one-hundredth of a kPa and their corresponding wind speeds. The value of
“q” in kPa is assumed to be equal to 0.00064645
V2, where V is given in m/s.
| Table C-1 Wind Speeds Forming part of Appendix C | ||||||||||
| q | V | q | V | q | V | q | V | |||
| kPa | m/s | kPa | m/s | kPa | m/s | kPa | m/s | |||
| 0.15 | 15.2 | 0.53 | 28.6 | 0.91 | 37.5 | 1.29 | 44.7 | |||
| 0.16 | 15.7 | 0.54 | 28.9 | 0.92 | 37.7 | 1.30 | 44.8 | |||
| 0.17 | 16.2 | 0.55 | 29.2 | 0.93 | 37.9 | 1.31 | 45.0 | |||
| 0.18 | 16.7 | 0.56 | 29.4 | 0.94 | 38.1 | 1.32 | 45.2 | |||
| 0.19 | 17.1 | 0.57 | 29.7 | 0.95 | 38.3 | 1.33 | 45.4 | |||
| 0.20 | 17.6 | 0.58 | 30.0 | 0.96 | 38.5 | 1.34 | 45.5 | |||
| 0.21 | 18.0 | 0.59 | 30.2 | 0.97 | 38.7 | 1.35 | 45.7 | |||
| 0.22 | 18.4 | 0.60 | 30.5 | 0.98 | 38.9 | 1.36 | 45.9 | |||
| 0.23 | 18.9 | 0.61 | 30.7 | 0.99 | 39.1 | 1.37 | 46.0 | |||
| 0.24 | 19.3 | 0.62 | 31.0 | 1.00 | 39.3 | 1.38 | 46.2 | |||
| 0.25 | 19.7 | 0.63 | 31.2 | 1.01 | 39.5 | 1.39 | 46.4 | |||
| 0.26 | 20.1 | 0.64 | 31.5 | 1.02 | 39.7 | 1.40 | 46.5 | |||
| 0.27 | 20.4 | 0.65 | 31.7 | 1.03 | 39.9 | 1.41 | 46.7 | |||
| 0.28 | 20.8 | 0.66 | 32.0 | 1.04 | 40.1 | 1.42 | 46.9 | |||
| 0.29 | 21.2 | 0.67 | 32.2 | 1.05 | 40.3 | 1.43 | 47.0 | |||
| 0.30 | 21.5 | 0.68 | 32.4 | 1.06 | 40.5 | 1.44 | 47.2 | |||
| 0.31 | 21.9 | 0.69 | 32.7 | 1.07 | 40.7 | 1.45 | 47.4 | |||
| 0.32 | 22.2 | 0.70 | 32.9 | 1.08 | 40.9 | 1.46 | 47.5 | |||
| 0.33 | 22.6 | 0.71 | 33.1 | 1.09 | 41.1 | 1.47 | 47.7 | |||
| 0.34 | 22.9 | 0.72 | 33.4 | 1.10 | 41.3 | 1.48 | 47.8 | |||
| 0.35 | 23.3 | 0.73 | 33.6 | 1.11 | 41.4 | 1.49 | 48.0 | |||
| 0.36 | 23.6 | 0.74 | 33.8 | 1.12 | 41.6 | 1.50 | 48.2 | |||
| 0.37 | 23.9 | 0.75 | 34.1 | 1.13 | 41.8 | 1.51 | 48.3 | |||
| 0.38 | 24.2 | 0.76 | 34.3 | 1.14 | 42.0 | 1.52 | 48.5 | |||
| 0.39 | 24.6 | 0.77 | 34.5 | 1.15 | 42.2 | 1.53 | 48.6 | |||
| 0.40 | 24.9 | 0.78 | 34.7 | 1.16 | 42.4 | 1.54 | 48.8 | |||
| 0.41 | 25.2 | 0.79 | 35.0 | 1.17 | 42.5 | 1.55 | 49.0 | |||
| 0.42 | 25.5 | 0.80 | 35.2 | 1.18 | 42.7 | 1.56 | 49.1 | |||
| 0.43 | 25.8 | 0.81 | 35.4 | 1.19 | 42.9 | 1.57 | 49.3 | |||
| 0.44 | 26.1 | 0.82 | 35.6 | 1.20 | 43.1 | 1.58 | 49.4 | |||
| 0.45 | 26.4 | 0.83 | 35.8 | 1.21 | 43.3 | 1.59 | 49.6 | |||
| 0.46 | 26.7 | 0.84 | 36.0 | 1.22 | 43.4 | 1.60 | 49.7 | |||
| 0.47 | 27.0 | 0.85 | 36.3 | 1.23 | 43.6 | 1.61 | 49.9 | |||
| 0.48 | 27.2 | 0.86 | 36.5 | 1.24 | 43.8 | 1.62 | 50.1 | |||
| 0.49 | 27.5 | 0.87 | 36.7 | 1.25 | 44.0 | 1.63 | 50.2 | |||
| 0.50 | 27.8 | 0.88 | 36.9 | 1.26 | 44.1 | 1.64 | 50.4 | |||
| 0.51 | 28.1 | 0.89 | 37.1 | 1.27 | 44.3 | 1.65 | 50.5 | |||
| 0.52 | 28.4 | 0.90 | 37.3 | 1.28 | 44.5 | 1.66 | 50.7 | |||
Seismic Hazard
The parameters used to represent seismic hazard for specific geographical locations
are the 5 per cent-damped horizontal spectral acceleration values for 0.2, 0.5, 1.0, and 2.0 second periods and the horizontal Peak Ground Acceleration (PGA) value that have a 2 per cent probability of being exceeded in 50 years. The four spectral parameters are deemed sufficient to define spectra closely matching the shape of the Uniform Hazard Spectra
(UHS). Hazard values are 50th percentile (median) values based on a statistical analysis
of the earthquakes that have been experienced in Canada and adjacent regions.(13)(14)(15)(16) The median was chosen over the mean because the mean is affected by the amount of
epistemic uncertainty
incorporated into the analysis. It is the view of the Geological Survey of Canada
and the members of the Standing Committee on Earthquake Design that the estimation of the epistemic uncertainty is still too incomplete to adopt into the By-law.
per cent-damped horizontal spectral acceleration values for 0.2, 0.5, 1.0, and 2.0 second periods and the horizontal Peak Ground Acceleration (PGA) value that have a 2 per cent probability of being exceeded in 50 years. The four spectral parameters are deemed sufficient to define spectra closely matching the shape of the Uniform Hazard Spectra
(UHS). Hazard values are 50th percentile (median) values based on a statistical analysis
of the earthquakes that have been experienced in Canada and adjacent regions.(13)(14)(15)(16) The median was chosen over the mean because the mean is affected by the amount of
epistemic uncertainty
incorporated into the analysis. It is the view of the Geological Survey of Canada
and the members of the Standing Committee on Earthquake Design that the estimation of the epistemic uncertainty is still too incomplete to adopt into the By-law. The seismic hazard values were updated for the 2014 edition of the By-law by replacing the quadratic fit that generated the 2007 By-law values with a newly developed 8-parameter fit to the ground motion relations used for earthquakes in eastern, central and north-eastern Canada. In 2005, it was recognized
that, while the quadratic fit provided a good approximation in the high-hazard zones,
it was rather conservative at short periods, but not at long periods, for the low-hazard
zones; however, as the design values are small in the low-hazard zones, the approximation
was accepted. The 8-parameter fit gives a good fit across all zones. In general, PGA
and short-period spectral values are reduced, while long-period values are increased.
The 2014 values have the following engineering implications: geotechnical design levels (based on PGA values) are reduced, the design forces for short-period
buildings are reduced, and the design forces for tall buildings are increased.Further details regarding the representation of seismic hazard can be found in the
Commentary on Design for Seismic Effects in the User’s Guide – NBC 2010, Structural
Commentaries (Part 4 of Division B).
References
Lowery, M.D. and Nash, J.E., A comparison of methods of fitting the double exponential
distribution. J. of Hydrology, 10 (3), pp. 259–275, 1970.
Newark, M.J., Welsh, L.E., Morris, R.J. and Dnes, W.V. Revised Ground Snow Loads for
the 1990 NBC of Canada. Can. J. Civ. Eng., Vol. 16, No. 3, June 1989.
Newark, M.J. A New Look at Ground Snow Loads in Canada. Proceedings, 41st Eastern
Snow Conference, Washington, D.C., Vol. 29, pp. 59-63, 1984.
Bruce, J.P. and Clark, R.H. Introduction to Hydrometeorology. Pergammon Press, London,
1966.
Yip, T.C. and Auld, H. Updating the 1995 National Building Code of Canada Wind Pressures.
Proceedings, Electricity '93 Engineering and Operating Conference, Montreal, paper
93-TR-148.
Boyd, D.W. Variations in Air Density over Canada. National Research Council of Canada,
Division of Building Research, Technical Note No. 486, June 1967.
Basham, P.W. et al. New Probabilistic Strong Seismic Ground Motion Source Maps of
Canada: a Compilation of Earthquake Source Zones, Methods and Results. Earth Physics
Branch Open File Report 82-33, p. 205, 1982.
Skerlj, P.F. and Surry, D. A Critical Assessment of the DRWPs Used in CAN/CSA-A440-M90.
Tenth International Conference on Wind Engineering, Wind Engineering into the 21st
Century, Larsen, Larose & Livesay (eds), 1999 Balkema, Rotterdam, ISBN 90 5809 059
0.
Cornick, S., Chown, G.A., et al. Committee Paper on Defining Climate Regions as a
Basis for Specifying Requirements for Precipitation Protection for Walls. Institute
for Research in Construction, National Research Council, Ottawa, April 2001.
Environment Canada, Climate Trends and Variation Bulletin: Annual 2007, 2008.
Intergovernmental Panel on Climate Change (IPCC), Climate Change 2007: The Physical
Science Basis. Contribution of Working Group I to the Fourth Assessment Report of
the Intergovernmental Panel on Climate Change. S. Solomon, D. Qin, M. Manning, Z.
Chen, M. Marquis, K.B. Averyt, M. Tignor and H.L. Miller (Eds.). Cambridge University
Press, Cambridge, United Kingdom and New York, NY, USA, 996 pp., 2007.
American Society of Heating, Refrigerating, and Air-conditioning Engineers, Handbook
of Fundamentals, Chapter 14 – Climatic Design Information, Atlanta, GA, 2009.
Adams, J. and Halchuk, S. Fourth generation seismic hazard maps of Canada: Values
for Canadian localities in the 2010 National Building Code of Canada. Geological Survey
of Canada Open File, 2009.
Halchuk, S. and Adams, J. Fourth generation seismic hazard maps of Canada: Maps and
grid values to be used with the 2010 National Building Code of Canada. Geological
Survey of Canada Open File, 2009.
Adams, J. and Atkinson, G.M. Development of Seismic Hazard Maps for the 2005 National
Building Code of Canada. Canadian Journal of Civil Engineering 2003; 30: 255-271.
Heidebrecht, A.C. Overview of seismic provisions of the proposed 2005 edition of the
National Building Code of Canada. Canadian Journal of Civil Engineering 2003; 30:
241-254.
BC2012 2012-01-01 R1NC2010 2010-01-01 R1
Seismic Hazard The parameters used to represent seismic hazard for specific geographical locations
are the 5 per cent-damped 5%-damped horizontal spectral acceleration values for 0.2, 0.5, 1.0, and 2.0 second periods
and the horizontal Peak Ground Acceleration (PGA) value that have a 2 per cent 2% probability of being exceeded in 50 years. The four spectral parameters are deemed
sufficient to define spectra closely matching the shape of the Uniform Hazard Spectra
(UHS). Hazard values are 50th percentile (median) values based on a statistical analysis
of the earthquakes that have been experienced in Canada and adjacent regions.(13)(14)(15)(16) The median was chosen over the mean because the mean is affected by the amount of
epistemic uncertainty
incorporated into the analysis. It is the view of the Geological Survey of Canada
and the members of the Standing Committee on Earthquake Design that the estimation
of the epistemic uncertainty is still too incomplete to adopt into the By-lawCode.
The seismic hazard values were updated for the 20142012 edition of the By-lawCode by replacing the quadratic fit that generated the 2007 By-law 2006 British Columbia Building Code values with a newly developed 8-parameter fit to the ground motion relations used
for earthquakes in eastern, central and north-eastern Canada. In 2005, it was recognized
that, while the quadratic fit provided a good approximation in the high-hazard zones,
it was rather conservative at short periods, but not at long periods, for the low-hazard
zones; however, as the design values are small in the low-hazard zones, the approximation
was accepted. The 8-parameter fit gives a good fit across all zones. In general, PGA
and short-period spectral values are reduced, while long-period values are increased.
The 20142012 values have the following engineering implications: geotechnical
design levels (based on PGA values) are reduced, the design forces for short-period
buildings are reduced, and the design forces for tall buildings are increased. Since zones of low seismicity cover a large part of the country, the seismic information
for about 550 of the 650 localities listed in Table C-2 has changed (often in a minor
way); only some western localities are unaffected.
Further details regarding the representation of seismic hazard can be found in the
Commentary on Design for Seismic Effects in the User’s Guide – NBC 2010, Structural
Commentaries (Part 4 of Division B).
References
Lowery, M.D. and Nash, J.E., A comparison of methods of fitting the double exponential
distribution. J. of Hydrology, 10 (3), pp. 259–275, 1970.
Newark, M.J., Welsh, L.E., Morris, R.J. and Dnes, W.V. Revised Ground Snow Loads for
the 1990 NBC of Canada. Can. J. Civ. Eng., Vol. 16, No. 3, June 1989.
Newark, M.J. A New Look at Ground Snow Loads in Canada. Proceedings, 41st Eastern
Snow Conference, Washington, D.C., Vol. 29, pp. 59-63, 1984.
Bruce, J.P. and Clark, R.H. Introduction to Hydrometeorology. Pergammon Press, London,
1966.
Yip, T.C. and Auld, H. Updating the 1995 National Building Code of Canada Wind Pressures.
Proceedings, Electricity '93 Engineering and Operating Conference, Montreal, paper
93-TR-148.
Boyd, D.W. Variations in Air Density over Canada. National Research Council of Canada,
Division of Building Research, Technical Note No. 486, June 1967.
Basham, P.W. et al. New Probabilistic Strong Seismic Ground Motion Source Maps of
Canada: a Compilation of Earthquake Source Zones, Methods and Results. Earth Physics
Branch Open File Report 82-33, p. 205, 1982.
Skerlj, P.F. and Surry, D. A Critical Assessment of the DRWPs Used in CAN/CSA-A440-M90.
Tenth International Conference on Wind Engineering, Wind Engineering into the 21st
Century, Larsen, Larose & Livesay (eds), 1999 Balkema, Rotterdam, ISBN 90 5809 059
0.
Cornick, S., Chown, G.A., et al. Committee Paper on Defining Climate Regions as a
Basis for Specifying Requirements for Precipitation Protection for Walls. Institute
for Research in Construction, National Research Council, Ottawa, April 2001.
Environment Canada, Climate Trends and Variation Bulletin: Annual 2007, 2008.
Intergovernmental Panel on Climate Change (IPCC), Climate Change 2007: The Physical
Science Basis. Contribution of Working Group I to the Fourth Assessment Report of
the Intergovernmental Panel on Climate Change. S. Solomon, D. Qin, M. Manning, Z.
Chen, M. Marquis, K.B. Averyt, M. Tignor and H.L. Miller (Eds.). Cambridge University
Press, Cambridge, United Kingdom and New York, NY, USA, 996 pp., 2007.
American Society of Heating, Refrigerating, and Air-conditioning Engineers, Handbook
of Fundamentals, Chapter 14 – Climatic Design Information, Atlanta, GA, 2009.
Adams, J. and Halchuk, S. Fourth generation seismic hazard maps of Canada: Values
for Canadian localities in the 2010 National Building Code of Canada. Geological Survey
of Canada Open File, 2009.
Halchuk, S. and Adams, J. Fourth generation seismic hazard maps of Canada: Maps and
grid values to be used with the 2010 National Building Code of Canada. Geological
Survey of Canada Open File, 2009.
Adams, J. and Atkinson, G.M. Development of Seismic Hazard Maps for the 2005 National
Building Code of Canada. Canadian Journal of Civil Engineering 2003; 30: 255-271.
Heidebrecht, A.C. Overview of seismic provisions of the proposed 2005 edition of the
National Building Code of Canada. Canadian Journal of Civil Engineering 2003; 30:
241-254.
Seismic Hazard
The parameters used to represent seismic hazard for specific geographical locations
are the 5 per cent-damped 5%-damped horizontal spectral acceleration values for 0.2, 0.5, 1.0, and 2.0 second periods
and the horizontal Peak Ground Acceleration (PGA) value that have a 2 per cent 2% probability of being exceeded in 50 years. The four spectral parameters are deemed
sufficient to define spectra closely matching the shape of the Uniform Hazard Spectra
(UHS). Hazard values are 50th percentile (median) values based on a statistical analysis
of the earthquakes that have been experienced in Canada and adjacent regions.(13)(14)(15)(16) The median was chosen over the mean because the mean is affected by the amount of
epistemic uncertainty
incorporated into the analysis. It is the view of the Geological Survey of Canada
and the members of the Standing Committee on Earthquake Design that the estimation
of the epistemic uncertainty is still too incomplete to adopt into the By-lawCode.
The seismic hazard values were updated for the 20142010 edition of the By-lawCode by replacing the quadratic fit that generated the 2007 By-lawNBC 2005 values with a newly developed 8-parameter fit to the ground motion relations used
for earthquakes in eastern, central and north-eastern Canada. In 2005, it was recognized
that, while the quadratic fit provided a good approximation in the high-hazard zones,
it was rather conservative at short periods, but not at long periods, for the low-hazard
zones; however, as the design values are small in the low-hazard zones, the approximation
was accepted. The 8-parameter fit gives a good fit across all zones. In general, PGA
and short-period spectral values are reduced, while long-period values are increased.
The 20142010 values have the following engineering implications: geotechnical
design levels (based on PGA values) are reduced, the design forces for short-period
buildings are reduced, and the design forces for tall buildings are increased.
Further details regarding the representation of seismic hazard can be found in the
Commentary on Design for Seismic Effects in the User’s Guide – NBC 2010, Structural
Commentaries (Part 4 of Division B).
References
Lowery, M.D. and Nash, J.E., A comparison of methods of fitting the double exponential
distribution. J. of Hydrology, 10 (3), pp. 259–275, 1970.
Newark, M.J., Welsh, L.E., Morris, R.J. and Dnes, W.V. Revised Ground Snow Loads for
the 1990 NBC of Canada. Can. J. Civ. Eng., Vol. 16, No. 3, June 1989.
Newark, M.J. A New Look at Ground Snow Loads in Canada. Proceedings, 41st Eastern
Snow Conference, Washington, D.C., Vol. 29, pp. 59-63, 1984.
Bruce, J.P. and Clark, R.H. Introduction to Hydrometeorology. Pergammon Press, London,
1966.
Yip, T.C. and Auld, H. Updating the 1995 National Building Code of Canada Wind Pressures.
Proceedings, Electricity '93 Engineering and Operating Conference, Montreal, paper
93-TR-148.
Boyd, D.W. Variations in Air Density over Canada. National Research Council of Canada,
Division of Building Research, Technical Note No. 486, June 1967.
Basham, P.W. et al. New Probabilistic Strong Seismic Ground Motion Source Maps of
Canada: a Compilation of Earthquake Source Zones, Methods and Results. Earth Physics
Branch Open File Report 82-33, p. 205, 1982.
Skerlj, P.F. and Surry, D. A Critical Assessment of the DRWPs Used in CAN/CSA-A440-M90.
Tenth International Conference on Wind Engineering, Wind Engineering into the 21st
Century, Larsen, Larose & Livesay (eds), 1999 Balkema, Rotterdam, ISBN 90 5809 059
0.
Cornick, S., Chown, G.A., et al. Committee Paper on Defining Climate Regions as a
Basis for Specifying Requirements for Precipitation Protection for Walls. Institute
for Research in Construction, National Research Council, Ottawa, April 2001.
Environment Canada, Climate Trends and Variation Bulletin: Annual 2007, 2008.
Intergovernmental Panel on Climate Change (IPCC), Climate Change 2007: The Physical
Science Basis. Contribution of Working Group I to the Fourth Assessment Report of
the Intergovernmental Panel on Climate Change. S. Solomon, D. Qin, M. Manning, Z.
Chen, M. Marquis, K.B. Averyt, M. Tignor and H.L. Miller (Eds.). Cambridge University
Press, Cambridge, United Kingdom and New York, NY, USA, 996 pp., 2007.
American Society of Heating, Refrigerating, and Air-conditioning Engineers, Handbook
of Fundamentals, Chapter 14 – Climatic Design Information, Atlanta, GA, 2009.
Adams, J. and Halchuk, S. Fourth generation seismic hazard maps of Canada: Values
for Canadian localities in the 2010 National Building Code of Canada. Geological Survey
of Canada Open File, 2009.
Halchuk, S. and Adams, J. Fourth generation seismic hazard maps of Canada: Maps and
grid values to be used with the 2010 National Building Code of Canada. Geological
Survey of Canada Open File, 2009.
Adams, J. and Atkinson, G.M. Development of Seismic Hazard Maps for the 2005 National
Building Code of Canada. Canadian Journal of Civil Engineering 2003; 30: 255-271.
Heidebrecht, A.C. Overview of seismic provisions of the proposed 2005 edition of the
National Building Code of Canada. Canadian Journal of Civil Engineering 2003; 30:
241-254.
| Table C-2Vancouver Deleted |
BC2012 2012-01-01 R1NC2010 2010-01-01 R1
Appendix A — Division B
Climatic and Seismic Information for Building Design in Canada
| Table Vancouver Deleted |
| Table Design Data for Selected Locations in Canada Forming part of Appendix C |
|||||||||||||||||||||
| Location | Elev., m | Design Temperature | Degree-Days Below 18°C | 15 Min. Rain, mm | One Day Rain, 1/50, mm | Ann. Rain, mm | Moist. Index | Ann. Tot. Ppn., mm | Driving Rain Wind Pressures, Pa, 1/5 | Snow Load, kPa, 1/50 | Hourly Wind Pressures, kPa |
Seismic Data(1) |
|||||||||
| January | July 2.5% | ||||||||||||||||||||
| 2.5% °C | 1% °C | Dry °C | Wet °C |
Ss |
Sr |
1/10 | 1/50 |
Sa(0.2) |
Sa(0.5) |
Sa(1.0) |
Sa(2.0) |
PGA | |||||||||
| 100 Mile House | 1040 | -30 | -32 | 29 | 17 | 5030 | 10 | 48 | 300 | 0.44 | 425 | 60 | 2.6 | 0.3 | 0.27 | 0.35 | 0.28 | 0.17 | 0.099 | 0.058 | 0.14 |
| Abbotsford | 70 | -8 | -10 | 29 | 20 | 2860 | 12 | 112 | 1525 | 1.59 | 1600 | 160 | 2.0 | 0.3 | 0.34 | 0.44 | 0.99 | 0.66 | 0.32 | 0.17 | 0.49 |
| Agassiz | 15 | -9 | -11 | 31 | 21 | 2750 | 8 | 128 | 1650 | 1.71 | 1700 | 160 | 2.4 | 0.7 | 0.36 | 0.47 | 0.67 | 0.50 | 0.29 | 0.16 | 0.32 |
| Alberni | 12 | -5 | -8 | 31 | 19 | 3100 | 10 | 144 | 1900 | 2.00 | 2000 | 220 | 3.0 | 0.4 | 0.25 | 0.32 | 0.75 | 0.55 | 0.30 | 0.16 | 0.35 |
| Ashcroft | 305 | -24 | -27 | 34 | 20 | 3700 | 10 | 37 | 250 | 0.25 | 300 | 80 | 1.7 | 0.1 | 0.29 | 0.38 | 0.33 | 0.26 | 0.16 | 0.093 | 0.16 |
| Bamfield | 20 | -2 | -4 | 23 | 17 | 3080 | 13 | 170 | 2870 | 2.96 | 2890 | 280 | 1.0 | 0.4 | 0.39 | 0.50 | 1.1 | 0.89 | 0.45 | 0.20 | 0.49 |
| Beatton River | 840 | -37 | -39 | 26 | 18 | 6300 | 15 | 64 | 330 | 0.53 | 450 | 80 | 3.3 | 0.1 | 0.23 | 0.30 | 0.095 | 0.057 | 0.026 | 0.014 | 0.036 |
| Bella Bella | 25 | -5 | -7 | 23 | 18 | 3180 | 13 | 145 | 2715 | 2.82 | 2800 | 350 | 2.6 | 0.8 | 0.39 | 0.50 | 0.38 | 0.25 | 0.14 | 0.081 | 0.18 |
| Bella Coola | 40 | -14 | -18 | 27 | 19 | 3560 | 10 | 140 | 1500 | 1.85 | 1700 | 350 | 5.5 | 0.8 | 0.30 | 0.39 | 0.38 | 0.24 | 0.13 | 0.075 | 0.18 |
| Burns Lake | 755 | -31 | -34 | 26 | 17 | 5450 | 12 | 54 | 300 | 0.56 | 450 | 100 | 3.4 | 0.2 | 0.30 | 0.39 | 0.095 | 0.062 | 0.043 | 0.028 | 0.046 |
| Cache Creek | 455 | -24 | -27 | 34 | 20 | 3700 | 10 | 37 | 250 | 0.25 | 300 | 80 | 1.7 | 0.2 | 0.30 | 0.39 | 0.33 | 0.25 | 0.16 | 0.091 | 0.16 |
| Campbell River | 20 | -5 | -7 | 26 | 18 | 3000 | 10 | 116 | 1500 | 1.59 | 1600 | 260 | 3.3 | 0.4 | 0.40 | 0.52 | 0.63 | 0.46 | 0.28 | 0.15 | 0.28 |
| Carmi | 845 | -24 | -26 | 31 | 19 | 4750 | 10 | 64 | 325 | 0.38 | 550 | 60 | 3.9 | 0.2 | 0.29 | 0.38 | 0.28 | 0.17 | 0.090 | 0.053 | 0.14 |
| Castlegar | 430 | -18 | -20 | 32 | 20 | 3580 | 10 | 54 | 560 | 0.64 | 700 | 60 | 4.2 | 0.1 | 0.27 | 0.34 | 0.27 | 0.16 | 0.081 | 0.045 | 0.14 |
| Chetwynd | 605 | -35 | -38 | 27 | 18 | 5500 | 15 | 70 | 400 | 0.58 | 625 | 60 | 2.4 | 0.2 | 0.31 | 0.40 | 0.24 | 0.14 | 0.064 | 0.035 | 0.12 |
| Chilliwack | 10 | -9 | -11 | 30 | 20 | 2780 | 8 | 139 | 1625 | 1.68 | 1700 | 160 | 2.2 | 0.3 | 0.36 | 0.47 | 0.76 | 0.52 | 0.30 | 0.16 | 0.36 |
| Comox | 15 | -7 | -9 | 27 | 18 | 3100 | 10 | 106 | 1175 | 1.28 | 1200 | 260 | 2.6 | 0.4 | 0.40 | 0.52 | 0.66 | 0.49 | 0.29 | 0.16 | 0.30 |
| Courtenay | 10 | -7 | -9 | 28 | 18 | 3100 | 10 | 106 | 1400 | 1.49 | 1450 | 260 | 2.6 | 0.4 | 0.40 | 0.52 | 0.65 | 0.48 | 0.28 | 0.16 | 0.30 |
| Cranbrook | 910 | -26 | -28 | 32 | 18 | 4400 | 12 | 59 | 275 | 0.30 | 400 | 100 | 3.0 | 0.2 | 0.25 | 0.33 | 0.27 | 0.16 | 0.080 | 0.045 | 0.14 |
| Crescent Valley | 585 | -18 | -20 | 31 | 20 | 3650 | 10 | 54 | 675 | 0.75 | 850 | 80 | 4.2 | 0.1 | 0.25 | 0.33 | 0.27 | 0.16 | 0.081 | 0.045 | 0.14 |
| Crofton | 5 | -4 | -6 | 28 | 19 | 2880 | 8 | 86 | 925 | 1.06 | 950 | 160 | 1.8 | 0.2 | 0.31 | 0.40 | 1.1 | 0.74 | 0.37 | 0.18 | 0.54 |
| Dawson Creek | 665 | -38 | -40 | 27 | 18 | 5900 | 18 | 75 | 325 | 0.49 | 475 | 100 | 2.5 | 0.2 | 0.31 | 0.40 | 0.11 | 0.070 | 0.035 | 0.021 | 0.063 |
| Dease Lake | 800 | -37 | -40 | 24 | 15 | 6730 | 10 | 45 | 265 | 0.55 | 425 | 380 | 2.6 | 0.1 | 0.23 | 0.30 | 0.095 | 0.063 | 0.048 | 0.032 | 0.046 |
| Dog Creek | 450 | -28 | -30 | 29 | 17 | 4800 | 10 | 48 | 275 | 0.41 | 375 | 100 | 1.8 | 0.2 | 0.27 | 0.35 | 0.32 | 0.25 | 0.15 | 0.088 | 0.16 |
| Duncan | 10 | -6 | -8 | 28 | 19 | 2980 | 8 | 103 | 1000 | 1.13 | 1050 | 180 | 1.8 | 0.4 | 0.30 | 0.39 | 1.1 | 0.74 | 0.37 | 0.18 | 0.54 |
| Elko | 1065 | -28 | -31 | 30 | 19 | 4600 | 13 | 64 | 440 | 0.48 | 650 | 100 | 3.6 | 0.2 | 0.31 | 0.40 | 0.27 | 0.16 | 0.080 | 0.045 | 0.14 |
| Fernie | 1010 | -27 | -30 | 30 | 19 | 4750 | 13 | 118 | 860 | 0.88 | 1175 | 100 | 4.5 | 0.2 | 0.31 | 0.40 | 0.27 | 0.16 | 0.078 | 0.044 | 0.14 |
| Fort Nelson | 465 | -39 | -42 | 28 | 18 | 6710 | 15 | 70 | 325 | 0.56 | 450 | 80 | 2.4 | 0.1 | 0.23 | 0.30 | 0.095 | 0.057 | 0.034 | 0.022 | 0.040 |
| Fort St. John | 685 | -35 | -37 | 26 | 18 | 5750 | 15 | 72 | 320 | 0.50 | 475 | 100 | 2.8 | 0.1 | 0.30 | 0.39 | 0.096 | 0.061 | 0.032 | 0.019 | 0.054 |
| Glacier | 1145 | -27 | -30 | 27 | 17 | 5800 | 10 | 70 | 625 | 0.83 | 1500 | 80 | 9.4 | 0.2 | 0.25 | 0.32 | 0.27 | 0.16 | 0.078 | 0.044 | 0.13 |
| Gold River | 120 | -8 | -11 | 31 | 18 | 3230 | 13 | 200 | 2730 | 2.80 | 2850 | 250 | 2.6 | 0.6 | 0.25 | 0.32 | 0.80 | 0.64 | 0.33 | 0.15 | 0.35 |
| Golden | 790 | -27 | -30 | 30 | 17 | 4750 | 10 | 55 | 325 | 0.57 | 500 | 100 | 3.7 | 0.2 | 0.27 | 0.35 | 0.26 | 0.15 | 0.075 | 0.041 | 0.13 |
| Grand Forks | 565 | -19 | -22 | 34 | 20 | 3820 | 10 | 48 | 390 | 0.47 | 475 | 80 | 2.8 | 0.1 | 0.31 | 0.40 | 0.27 | 0.17 | 0.083 | 0.047 | 0.14 |
| Greenwood | 745 | -20 | -23 | 34 | 20 | 4100 | 10 | 64 | 430 | 0.51 | 550 | 80 | 4.0 | 0.1 | 0.31 | 0.40 | 0.27 | 0.17 | 0.085 | 0.049 | 0.14 |
| Hope | 40 | -13 | -15 | 31 | 20 | 3000 | 8 | 139 | 1825 | 1.88 | 1900 | 140 | 2.8 | 0.7 | 0.48 | 0.63 | 0.63 | 0.47 | 0.28 | 0.15 | 0.29 |
| Jordan River | 20 | -1 | -3 | 22 | 17 | 2900 | 12 | 170 | 2300 | 2.37 | 2370 | 250 | 1.2 | 0.4 | 0.43 | 0.55 | 0.99 | 0.78 | 0.40 | 0.17 | 0.47 |
| Kamloops | 355 | -23 | -25 | 34 | 20 | 3450 | 13 | 42 | 225 | 0.23 | 275 | 80 | 1.8 | 0.2 | 0.31 | 0.40 | 0.28 | 0.17 | 0.10 | 0.061 | 0.14 |
| Kaslo | 545 | -17 | -20 | 30 | 19 | 3830 | 10 | 55 | 660 | 0.82 | 850 | 80 | 2.8 | 0.1 | 0.24 | 0.31 | 0.27 | 0.16 | 0.080 | 0.045 | 0.14 |
| Kelowna | 350 | -17 | -20 | 33 | 20 | 3400 | 12 | 43 | 260 | 0.29 | 325 | 80 | 1.7 | 0.1 | 0.31 | 0.40 | 0.28 | 0.17 | 0.094 | 0.056 | 0.14 |
| Kimberley | 1090 | -25 | -27 | 31 | 18 | 4650 | 12 | 59 | 350 | 0.38 | 500 | 100 | 3.0 | 0.2 | 0.25 | 0.33 | 0.27 | 0.16 | 0.079 | 0.044 | 0.14 |
| Kitimat Plant | 15 | -16 | -18 | 25 | 16 | 3750 | 13 | 193 | 2100 | 2.19 | 2500 | 220 | 5.5 | 0.8 | 0.37 | 0.48 | 0.37 | 0.24 | 0.13 | 0.073 | 0.18 |
| Kitimat Townsite | 130 | -16 | -18 | 24 | 16 | 3900 | 13 | 171 | 1900 | 2.00 | 2300 | 220 | 6.5 | 0.8 | 0.37 | 0.48 | 0.37 | 0.24 | 0.13 | 0.073 | 0.18 |
| Ladysmith | 80 | -7 | -9 | 27 | 19 | 3000 | 8 | 97 | 1075 | 1.20 | 1160 | 180 | 2.4 | 0.4 | 0.31 | 0.40 | 1.1 | 0.72 | 0.36 | 0.18 | 0.53 |
| Langford | 80 | -4 | -6 | 27 | 19 | 2750 | 9 | 135 | 1095 | 1.22 | 1125 | 220 | 1.8 | 0.3 | 0.31 | 0.40 | 1.2 | 0.79 | 0.37 | 0.18 | 0.58 |
| Lillooet | 245 | -21 | -23 | 34 | 20 | 3400 | 10 | 70 | 300 | 0.31 | 350 | 100 | 2.1 | 0.1 | 0.34 | 0.44 | 0.60 | 0.44 | 0.26 | 0.14 | 0.27 |
| Lytton | 325 | -17 | -20 | 35 | 20 | 3300 | 10 | 70 | 330 | 0.33 | 425 | 80 | 2.8 | 0.3 | 0.33 | 0.43 | 0.60 | 0.44 | 0.26 | 0.14 | 0.27 |
| Mackenzie | 765 | -34 | -38 | 27 | 17 | 5550 | 10 | 50 | 350 | 0.54 | 650 | 60 | 5.1 | 0.2 | 0.25 | 0.32 | 0.23 | 0.13 | 0.061 | 0.034 | 0.12 |
| Masset | 10 | -5 | -7 | 17 | 15 | 3700 | 13 | 80 | 1350 | 1.54 | 1400 | 400 | 1.8 | 0.4 | 0.48 | 0.61 | 0.53 | 0.39 | 0.30 | 0.16 | 0.26 |
| McBride | 730 | -29 | -32 | 29 | 18 | 4980 | 13 | 54 | 475 | 0.64 | 650 | 60 | 4.3 | 0.2 | 0.27 | 0.35 | 0.27 | 0.16 | 0.076 | 0.042 | 0.14 |
| McLeod Lake | 695 | -35 | -37 | 27 | 17 | 5450 | 10 | 50 | 350 | 0.54 | 650 | 60 | 4.1 | 0.2 | 0.25 | 0.32 | 0.18 | 0.10 | 0.051 | 0.029 | 0.095 |
| Merritt | 570 | -24 | -27 | 34 | 20 | 3900 | 8 | 54 | 240 | 0.24 | 310 | 80 | 1.8 | 0.3 | 0.34 | 0.44 | 0.34 | 0.26 | 0.16 | 0.094 | 0.17 |
| Mission City | 45 | -9 | -11 | 30 | 20 | 2850 | 13 | 123 | 1650 | 1.71 | 1700 | 160 | 2.4 | 0.3 | 0.33 | 0.43 | 0.93 | 0.63 | 0.31 | 0.17 | 0.46 |
| Montrose | 615 | -16 | -18 | 32 | 20 | 3600 | 10 | 54 | 480 | 0.56 | 700 | 60 | 4.1 | 0.1 | 0.27 | 0.35 | 0.27 | 0.16 | 0.081 | 0.045 | 0.14 |
| Nakusp | 445 | -20 | -22 | 31 | 20 | 3560 | 10 | 60 | 650 | 0.78 | 850 | 60 | 4.4 | 0.1 | 0.25 | 0.33 | 0.27 | 0.16 | 0.080 | 0.045 | 0.14 |
| Nanaimo | 15 | -6 | -8 | 27 | 19 | 3000 | 10 | 91 | 1000 | 1.13 | 1050 | 200 | 2.3 | 0.4 | 0.39 | 0.50 | 1.0 | 0.69 | 0.35 | 0.18 | 0.50 |
| Nelson | 600 | -18 | -20 | 31 | 20 | 3500 | 10 | 59 | 460 | 0.57 | 700 | 60 | 4.2 | 0.1 | 0.25 | 0.33 | 0.27 | 0.16 | 0.080 | 0.045 | 0.14 |
| Ocean Falls | 10 | -10 | -12 | 23 | 17 | 3400 | 13 | 260 | 4150 | 4.21 | 4300 | 350 | 3.9 | 0.8 | 0.46 | 0.59 | 0.38 | 0.25 | 0.14 | 0.078 | 0.18 |
| Osoyoos | 285 | -14 | -17 | 35 | 21 | 3100 | 10 | 48 | 275 | 0.28 | 310 | 60 | 1.1 | 0.1 | 0.31 | 0.40 | 0.29 | 0.19 | 0.12 | 0.071 | 0.14 |
| Parksville | 40 | -6 | -8 | 26 | 19 | 3200 | 10 | 91 | 1200 | 1.31 | 1250 | 200 | 2.4 | 0.4 | 0.39 | 0.50 | 0.86 | 0.61 | 0.32 | 0.17 | 0.42 |
| Penticton | 350 | -15 | -17 | 33 | 20 | 3350 | 10 | 48 | 275 | 0.28 | 300 | 60 | 1.3 | 0.1 | 0.35 | 0.45 | 0.28 | 0.18 | 0.11 | 0.065 | 0.14 |
| Port Alberni | 15 | -5 | -8 | 31 | 19 | 3100 | 10 | 161 | 1900 | 2.00 | 2000 | 240 | 3.0 | 0.4 | 0.25 | 0.32 | 0.76 | 0.57 | 0.30 | 0.16 | 0.36 |
| Port Alice | 25 | -3 | -6 | 26 | 17 | 3010 | 13 | 200 | 3300 | 3.38 | 3340 | 220 | 1.1 | 0.4 | 0.25 | 0.32 | 0.65 | 0.43 | 0.24 | 0.14 | 0.28 |
| Port Hardy | 5 | -5 | -7 | 20 | 16 | 3440 | 13 | 150 | 1775 | 1.92 | 1850 | 220 | 0.9 | 0.4 | 0.40 | 0.52 | 0.43 | 0.31 | 0.17 | 0.10 | 0.20 |
| Port McNeill | 5 | -5 | -7 | 22 | 17 | 3410 | 13 | 128 | 1750 | 1.89 | 1850 | 260 | 1.1 | 0.4 | 0.40 | 0.52 | 0.43 | 0.36 | 0.19 | 0.10 | 0.20 |
| Port Renfrew | 20 | -3 | -5 | 24 | 17 | 2900 | 13 | 200 | 3600 | 3.64 | 3675 | 270 | 1.1 | 0.4 | 0.40 | 0.52 | 1.0 | 0.81 | 0.41 | 0.18 | 0.45 |
| Powell River | 10 | -7 | -9 | 26 | 18 | 3100 | 10 | 80 | 1150 | 1.27 | 1200 | 220 | 1.9 | 0.4 | 0.39 | 0.51 | 0.67 | 0.49 | 0.29 | 0.16 | 0.31 |
| Prince George | 580 | -32 | -36 | 28 | 18 | 4720 | 15 | 54 | 425 | 0.58 | 600 | 80 | 3.4 | 0.2 | 0.29 | 0.37 | 0.13 | 0.079 | 0.040 | 0.026 | 0.070 |
| Prince Rupert | 20 | -13 | -15 | 19 | 15 | 3900 | 13 | 160 | 2750 | 2.84 | 2900 | 240 | 1.9 | 0.4 | 0.42 | 0.54 | 0.38 | 0.25 | 0.15 | 0.086 | 0.18 |
| Princeton | 655 | -24 | -29 | 33 | 19 | 4250 | 10 | 43 | 235 | 0.35 | 350 | 80 | 2.9 | 0.6 | 0.28 | 0.36 | 0.42 | 0.31 | 0.19 | 0.11 | 0.20 |
| Qualicum Beach | 10 | -7 | -9 | 27 | 19 | 3200 | 10 | 96 | 1200 | 1.31 | 1250 | 200 | 2.2 | 0.4 | 0.41 | 0.53 | 0.82 | 0.58 | 0.31 | 0.17 | 0.39 |
| Queen Charlotte City | 35 | -6 | -8 | 21 | 16 | 3520 | 13 | 110 | 1300 | 1.47 | 1350 | 360 | 1.8 | 0.4 | 0.48 | 0.61 | 0.62 | 0.57 | 0.46 | 0.24 | 0.33 |
| Quesnel | 475 | -31 | -33 | 30 | 17 | 4650 | 10 | 50 | 380 | 0.51 | 525 | 80 | 3.0 | 0.1 | 0.24 | 0.31 | 0.27 | 0.16 | 0.075 | 0.041 | 0.13 |
| Revelstoke | 440 | -20 | -23 | 31 | 19 | 4000 | 13 | 55 | 625 | 0.80 | 950 | 80 | 7.2 | 0.1 | 0.25 | 0.32 | 0.27 | 0.16 | 0.080 | 0.045 | 0.14 |
| Salmon Arm | 425 | -19 | -24 | 33 | 21 | 3650 | 13 | 48 | 400 | 0.47 | 525 | 80 | 3.5 | 0.1 | 0.30 | 0.39 | 0.27 | 0.16 | 0.082 | 0.046 | 0.14 |
| Sandspit | 5 | -4 | -6 | 18 | 15 | 3450 | 13 | 86 | 1300 | 1.47 | 1350 | 500 | 1.8 | 0.4 | 0.60 | 0.78 | 0.56 | 0.48 | 0.40 | 0.20 | 0.29 |
| Sechelt | 25 | -6 | -8 | 27 | 20 | 2680 | 10 | 75 | 1140 | 1.27 | 1200 | 160 | 2.2 | 0.4 | 0.37 | 0.48 | 0.87 | 0.61 | 0.33 | 0.17 | 0.43 |
| Sidney | 10 | -4 | -6 | 26 | 18 | 2850 | 8 | 96 | 825 | 0.97 | 850 | 160 | 1.1 | 0.2 | 0.33 | 0.42 | 1.2 | 0.80 | 0.37 | 0.19 | 0.60 |
| Smith River | 660 | -45 | -47 | 26 | 17 | 7100 | 10 | 64 | 300 | 0.58 | 500 | 40 | 2.8 | 0.1 | 0.23 | 0.30 | 0.51 | 0.31 | 0.15 | 0.086 | 0.25 |
| Smithers | 500 | -29 | -31 | 26 | 17 | 5040 | 13 | 60 | 325 | 0.60 | 500 | 120 | 3.2 | 0.2 | 0.31 | 0.40 | 0.11 | 0.080 | 0.053 | 0.034 | 0.059 |
| Sooke | 20 | -1 | -3 | 21 | 16 | 2900 | 9 | 130 | 1250 | 1.37 | 1280 | 220 | 1.3 | 0.3 | 0.37 | 0.48 | 1.1 | 0.75 | 0.36 | 0.18 | 0.53 |
| Squamish | 5 | -9 | -11 | 29 | 20 | 2950 | 10 | 140 | 2050 | 2.12 | 2200 | 160 | 3.2 | 0.7 | 0.39 | 0.50 | 0.72 | 0.52 | 0.30 | 0.16 | 0.33 |
| Stewart | 10 | -17 | -20 | 25 | 16 | 4350 | 13 | 135 | 1300 | 1.47 | 1900 | 180 | 7.9 | 0.8 | 0.28 | 0.36 | 0.30 | 0.19 | 0.11 | 0.063 | 0.15 |
| Tahsis | 25 | -4 | -6 | 26 | 18 | 3150 | 13 | 200 | 3845 | 3.91 | 3900 | 300 | 1.1 | 0.4 | 0.26 | 0.34 | 0.87 | 0.69 | 0.36 | 0.16 | 0.38 |
| Taylor | 515 | -35 | -37 | 26 | 18 | 5720 | 15 | 72 | 320 | 0.49 | 450 | 100 | 2.3 | 0.1 | 0.31 | 0.40 | 0.095 | 0.060 | 0.031 | 0.018 | 0.053 |
| Terrace | 60 | -19 | -21 | 27 | 17 | 4150 | 13 | 120 | 950 | 1.08 | 1150 | 200 | 5.4 | 0.6 | 0.28 | 0.36 | 0.34 | 0.21 | 0.11 | 0.065 | 0.16 |
| Tofino | 10 | -2 | -4 | 20 | 16 | 3150 | 13 | 193 | 3275 | 3.36 | 3300 | 300 | 1.1 | 0.4 | 0.53 | 0.68 | 1.2 | 0.94 | 0.48 | 0.21 | 0.52 |
| Trail | 440 | -14 | -17 | 33 | 20 | 3600 | 10 | 54 | 580 | 0.65 | 700 | 60 | 4.1 | 0.1 | 0.27 | 0.35 | 0.27 | 0.16 | 0.081 | 0.045 | 0.14 |
| Ucluelet | 5 | -2 | -4 | 18 | 16 | 3120 | 13 | 180 | 3175 | 3.26 | 3200 | 280 | 1.0 | 0.4 | 0.53 | 0.68 | 1.2 | 0.94 | 0.48 | 0.21 | 0.53 |
| Vancouver Region | |||||||||||||||||||||
| Burnaby (Simon Fraser Univ.) | 330 | -7 | -9 | 25 | 17 | 3100 | 10 | 150 | 1850 | 1.93 | 1950 | 160 | 2.9 | 0.7 | 0.36 | 0.47 | 0.93 | 0.63 | 0.32 | 0.17 | 0.46 |
| Cloverdale | 10 | -8 | -10 | 29 | 20 | 2700 | 10 | 112 | 1350 | 1.44 | 1400 | 160 | 2.5 | 0.2 | 0.34 | 0.44 | 1.1 | 0.72 | 0.33 | 0.17 | 0.54 |
| Haney | 10 | -9 | -11 | 30 | 20 | 2840 | 10 | 134 | 1800 | 1.86 | 1950 | 160 | 2.4 | 0.2 | 0.34 | 0.44 | 0.97 | 0.65 | 0.32 | 0.17 | 0.48 |
| Ladner | 3 | -6 | -8 | 27 | 19 | 2600 | 10 | 80 | 1000 | 1.14 | 1050 | 160 | 1.3 | 0.2 | 0.36 | 0.46 | 1.1 | 0.73 | 0.35 | 0.18 | 0.54 |
| Langley | 15 | -8 | -10 | 29 | 20 | 2700 | 10 | 112 | 1450 | 1.53 | 1500 | 160 | 2.4 | 0.2 | 0.34 | 0.44 | 1.1 | 0.71 | 0.33 | 0.17 | 0.53 |
| New Westminster | 10 | -8 | -10 | 29 | 19 | 2800 | 10 | 134 | 1500 | 1.59 | 1575 | 160 | 2.3 | 0.2 | 0.34 | 0.44 | 0.99 | 0.66 | 0.33 | 0.17 | 0.49 |
| North Vancouver | 135 | -7 | -9 | 26 | 19 | 2910 | 12 | 150 | 2000 | 2.07 | 2100 | 160 | 3.0 | 0.3 | 0.35 | 0.45 | 0.88 | 0.61 | 0.33 | 0.17 | 0.44 |
| Richmond | 5 | -7 | -9 | 27 | 19 | 2800 | 10 | 86 | 1070 | 1.20 | 1100 | 160 | 1.5 | 0.2 | 0.35 | 0.45 | 1.0 | 0.68 | 0.34 | 0.18 | 0.50 |
| Surrey (88 Ave & 156 St.) | 90 | -8 | -10 | 29 | 20 | 2750 | 10 | 128 | 1500 | 1.58 | 1575 | 160 | 2.4 | 0.3 | 0.34 | 0.44 | 1.0 | 0.69 | 0.33 | 0.17 | 0.52 |
| Vancouver (City Hall) |
40 | -7 | -9 | 28 | 20 | 2825 | 10 | 112 | 1325 | 1.44 | 1400 | 160 | 1.8 | 0.2 | 0.35 | 0.45 | 0.94 | 0.64 | 0.33 | 0.17 | 0.46 |
| Vancouver (Granville & 41 Ave) |
120 | -6 | -8 | 28 | 20 | 2925 | 10 | 107 | 1325 | 1.44 | 1400 | 160 | 1.9 | 0.3 | 0.35 | 0.45 | 0.95 | 0.65 | 0.34 | 0.17 | 0.47 |
| West Vancouver | 45 | -7 | -9 | 28 | 19 | 2950 | 12 | 150 | 1600 | 1.69 | 1700 | 160 | 2.4 | 0.2 | 0.37 | 0.48 | 0.88 | 0.62 | 0.33 | 0.17 | 0.43 |
| Vernon | 405 | -20 | -23 | 33 | 20 | 3600 | 13 | 43 | 350 | 0.41 | 400 | 80 | 2.2 | 0.1 | 0.31 | 0.40 | 0.27 | 0.17 | 0.083 | 0.047 | 0.14 |
| Victoria Region | |||||||||||||||||||||
| Victoria (Gonzales Hts) |
65 | -4 | -6 | 24 | 17 | 2700 | 9 | 91 | 600 | 0.82 | 625 | 220 | 1.5 | 0.3 | 0.44 | 0.57 | 1.2 | 0.82 | 0.38 | 0.19 | 0.61 |
| Victoria (Mt Tolmie) |
125 | -6 | -8 | 24 | 16 | 2700 | 9 | 91 | 775 | 0.96 | 800 | 220 | 2.1 | 0.3 | 0.48 | 0.63 | 1.2 | 0.82 | 0.38 | 0.19 | 0.61 |
| Victoria | 10 | -4 | -6 | 24 | 17 | 2650 | 8 | 91 | 800 | 0.98 | 825 | 220 | 1.1 | 0.2 | 0.44 | 0.57 | 1.2 | 0.82 | 0.38 | 0.18 | 0.61 |
| Whistler | 665 | -17 | -20 | 30 | 20 | 4180 | 10 | 85 | 845 | 0.99 | 1215 | 160 | 9.5 | 0.9 | 0.25 | 0.32 | 0.63 | 0.47 | 0.28 | 0.16 | 0.29 |
| White Rock | 30 | -5 | -7 | 25 | 20 | 2620 | 10 | 80 | 1065 | 1.17 | 1100 | 160 | 2.0 | 0.2 | 0.34 | 0.44 | 1.1 | 0.76 | 0.35 | 0.18 | 0.57 |
| Williams Lake | 615 | -30 | -33 | 29 | 17 | 4400 | 10 | 48 | 350 | 0.47 | 425 | 80 | 2.4 | 0.2 | 0.27 | 0.35 | 0.28 | 0.16 | 0.096 | 0.056 | 0.14 |
| Youbou | 200 | -5 | -8 | 31 | 19 | 3050 | 10 | 161 | 2000 | 2.09 | 2100 | 200 | 3.9 | 0.7 | 0.25 | 0.32 | 1.0 | 0.69 | 0.35 | 0.18 | 0.50 |
Appendix A — Division B
Climatic and Seismic Information for Building Design in Canada
| Table Vancouver Deleted |
| Table Design Data for Selected Locations in Canada Forming part of Appendix C |
|||||||||||||||||||||
| Province and Location | Elev., m | Design Temperature | Degree-Days Below 18°C | 15 Min. Rain, mm | One Day Rain, 1/50, mm | Ann. Rain, mm | Moist. Index | Ann. Tot. Ppn., mm | Driving Rain Wind Pressures, Pa, 1/5 | Snow Load, kPa, 1/50 | Hourly Wind Pressures, kPa |
Seismic Data(1) |
|||||||||
| January | July 2.5% | ||||||||||||||||||||
| 2.5% °C | 1% °C | Dry °C | Wet °C |
Ss |
Sr |
1/10 | 1/50 |
Sa(0.2) |
Sa(0.5) |
Sa(1.0) |
Sa(2.0) |
PGA | |||||||||
| British Columbia | |||||||||||||||||||||
| 100 Mile House | 1040 | -30 | -32 | 29 | 17 | 5030 | 10 | 48 | 300 | 0.44 | 425 | 60 | 2.6 | 0.3 | 0.27 | 0.35 | 0.28 | 0.17 | 0.099 | 0.058 | 0.14 |
| Abbotsford | 70 | -8 | -10 | 29 | 20 | 2860 | 12 | 112 | 1525 | 1.59 | 1600 | 160 | 2.0 | 0.3 | 0.34 | 0.44 | 0.99 | 0.66 | 0.32 | 0.17 | 0.49 |
| Agassiz | 15 | -9 | -11 | 31 | 21 | 2750 | 8 | 128 | 1650 | 1.71 | 1700 | 160 | 2.4 | 0.7 | 0.36 | 0.47 | 0.67 | 0.50 | 0.29 | 0.16 | 0.32 |
| Alberni | 12 | -5 | -8 | 31 | 19 | 3100 | 10 | 144 | 1900 | 2.00 | 2000 | 220 | 3.0 | 0.4 | 0.25 | 0.32 | 0.75 | 0.55 | 0.30 | 0.16 | 0.35 |
| Ashcroft | 305 | -24 | -27 | 34 | 20 | 3700 | 10 | 37 | 250 | 0.25 | 300 | 80 | 1.7 | 0.1 | 0.29 | 0.38 | 0.33 | 0.26 | 0.16 | 0.093 | 0.16 |
| Bamfield | 20 | -2 | -4 | 23 | 17 | 3080 | 13 | 170 | 2870 | 2.96 | 2890 | 280 | 1.0 | 0.4 | 0.39 | 0.50 | 1.1 | 0.89 | 0.45 | 0.20 | 0.49 |
| Beatton River | 840 | -37 | -39 | 26 | 18 | 6300 | 15 | 64 | 330 | 0.53 | 450 | 80 | 3.3 | 0.1 | 0.23 | 0.30 | 0.095 | 0.057 | 0.026 | 0.014 | 0.036 |
| Bella Bella | 25 | -5 | -7 | 23 | 18 | 3180 | 13 | 145 | 2715 | 2.82 | 2800 | 350 | 2.6 | 0.8 | 0.39 | 0.50 | 0.38 | 0.25 | 0.14 | 0.081 | 0.18 |
| Bella Coola | 40 | -14 | -18 | 27 | 19 | 3560 | 10 | 140 | 1500 | 1.85 | 1700 | 350 | 5.5 | 0.8 | 0.30 | 0.39 | 0.38 | 0.24 | 0.13 | 0.075 | 0.18 |
| Burns Lake | 755 | -31 | -34 | 26 | 17 | 5450 | 12 | 54 | 300 | 0.56 | 450 | 100 | 3.4 | 0.2 | 0.30 | 0.39 | 0.095 | 0.062 | 0.043 | 0.028 | 0.046 |
| Cache Creek | 455 | -24 | -27 | 34 | 20 | 3700 | 10 | 37 | 250 | 0.25 | 300 | 80 | 1.7 | 0.2 | 0.30 | 0.39 | 0.33 | 0.25 | 0.16 | 0.091 | 0.16 |
| Campbell River | 20 | -5 | -7 | 26 | 18 | 3000 | 10 | 116 | 1500 | 1.59 | 1600 | 260 | 3.3 | 0.4 | 0.40 | 0.52 | 0.63 | 0.46 | 0.28 | 0.15 | 0.28 |
| Carmi | 845 | -24 | -26 | 31 | 19 | 4750 | 10 | 64 | 325 | 0.38 | 550 | 60 | 3.9 | 0.2 | 0.29 | 0.38 | 0.28 | 0.17 | 0.090 | 0.053 | 0.14 |
| Castlegar | 430 | -18 | -20 | 32 | 20 | 3580 | 10 | 54 | 560 | 0.64 | 700 | 60 | 4.2 | 0.1 | 0.27 | 0.34 | 0.27 | 0.16 | 0.081 | 0.045 | 0.14 |
| Chetwynd | 605 | -35 | -38 | 27 | 18 | 5500 | 15 | 70 | 400 | 0.58 | 625 | 60 | 2.4 | 0.2 | 0.31 | 0.40 | 0.24 | 0.14 | 0.064 | 0.035 | 0.12 |
| Chilliwack | 10 | -9 | -11 | 30 | 20 | 2780 | 8 | 139 | 1625 | 1.68 | 1700 | 160 | 2.2 | 0.3 | 0.36 | 0.47 | 0.76 | 0.52 | 0.30 | 0.16 | 0.36 |
| Comox | 15 | -7 | -9 | 27 | 18 | 3100 | 10 | 106 | 1175 | 1.28 | 1200 | 260 | 2.6 | 0.4 | 0.40 | 0.52 | 0.66 | 0.49 | 0.29 | 0.16 | 0.30 |
| Courtenay | 10 | -7 | -9 | 28 | 18 | 3100 | 10 | 106 | 1400 | 1.49 | 1450 | 260 | 2.6 | 0.4 | 0.40 | 0.52 | 0.65 | 0.48 | 0.28 | 0.16 | 0.30 |
| Cranbrook | 910 | -26 | -28 | 32 | 18 | 4400 | 12 | 59 | 275 | 0.30 | 400 | 100 | 3.0 | 0.2 | 0.25 | 0.33 | 0.27 | 0.16 | 0.080 | 0.045 | 0.14 |
| Crescent Valley | 585 | -18 | -20 | 31 | 20 | 3650 | 10 | 54 | 675 | 0.75 | 850 | 80 | 4.2 | 0.1 | 0.25 | 0.33 | 0.27 | 0.16 | 0.081 | 0.045 | 0.14 |
| Crofton | 5 | -4 | -6 | 28 | 19 | 2880 | 8 | 86 | 925 | 1.06 | 950 | 160 | 1.8 | 0.2 | 0.31 | 0.40 | 1.1 | 0.74 | 0.37 | 0.18 | 0.54 |
| Dawson Creek | 665 | -38 | -40 | 27 | 18 | 5900 | 18 | 75 | 325 | 0.49 | 475 | 100 | 2.5 | 0.2 | 0.31 | 0.40 | 0.11 | 0.070 | 0.035 | 0.021 | 0.063 |
| Dease Lake | 800 | -37 | -40 | 24 | 15 | 6730 | 10 | 45 | 265 | 0.55 | 425 | 380 | 2.6 | 0.1 | 0.23 | 0.30 | 0.095 | 0.063 | 0.048 | 0.032 | 0.046 |
| Dog Creek | 450 | -28 | -30 | 29 | 17 | 4800 | 10 | 48 | 275 | 0.41 | 375 | 100 | 1.8 | 0.2 | 0.27 | 0.35 | 0.32 | 0.25 | 0.15 | 0.088 | 0.16 |
| Duncan | 10 | -6 | -8 | 28 | 19 | 2980 | 8 | 103 | 1000 | 1.13 | 1050 | 180 | 1.8 | 0.4 | 0.30 | 0.39 | 1.1 | 0.74 | 0.37 | 0.18 | 0.54 |
| Elko | 1065 | -28 | -31 | 30 | 19 | 4600 | 13 | 64 | 440 | 0.48 | 650 | 100 | 3.6 | 0.2 | 0.31 | 0.40 | 0.27 | 0.16 | 0.080 | 0.045 | 0.14 |
| Fernie | 1010 | -27 | -30 | 30 | 19 | 4750 | 13 | 118 | 860 | 0.88 | 1175 | 100 | 4.5 | 0.2 | 0.31 | 0.40 | 0.27 | 0.16 | 0.078 | 0.044 | 0.14 |
| Fort Nelson | 465 | -39 | -42 | 28 | 18 | 6710 | 15 | 70 | 325 | 0.56 | 450 | 80 | 2.4 | 0.1 | 0.23 | 0.30 | 0.095 | 0.057 | 0.034 | 0.022 | 0.040 |
| Fort St. John | 685 | -35 | -37 | 26 | 18 | 5750 | 15 | 72 | 320 | 0.50 | 475 | 100 | 2.8 | 0.1 | 0.30 | 0.39 | 0.096 | 0.061 | 0.032 | 0.019 | 0.054 |
| Glacier | 1145 | -27 | -30 | 27 | 17 | 5800 | 10 | 70 | 625 | 0.83 | 1500 | 80 | 9.4 | 0.2 | 0.25 | 0.32 | 0.27 | 0.16 | 0.078 | 0.044 | 0.13 |
| Gold River | 120 | -8 | -11 | 31 | 18 | 3230 | 13 | 200 | 2730 | 2.80 | 2850 | 250 | 2.6 | 0.6 | 0.25 | 0.32 | 0.80 | 0.64 | 0.33 | 0.15 | 0.35 |
| Golden | 790 | -27 | -30 | 30 | 17 | 4750 | 10 | 55 | 325 | 0.57 | 500 | 100 | 3.7 | 0.2 | 0.27 | 0.35 | 0.26 | 0.15 | 0.075 | 0.041 | 0.13 |
| Grand Forks | 565 | -19 | -22 | 34 | 20 | 3820 | 10 | 48 | 390 | 0.47 | 475 | 80 | 2.8 | 0.1 | 0.31 | 0.40 | 0.27 | 0.17 | 0.083 | 0.047 | 0.14 |
| Greenwood | 745 | -20 | -23 | 34 | 20 | 4100 | 10 | 64 | 430 | 0.51 | 550 | 80 | 4.0 | 0.1 | 0.31 | 0.40 | 0.27 | 0.17 | 0.085 | 0.049 | 0.14 |
| Hope | 40 | -13 | -15 | 31 | 20 | 3000 | 8 | 139 | 1825 | 1.88 | 1900 | 140 | 2.8 | 0.7 | 0.48 | 0.63 | 0.63 | 0.47 | 0.28 | 0.15 | 0.29 |
| Jordan River | 20 | -1 | -3 | 22 | 17 | 2900 | 12 | 170 | 2300 | 2.37 | 2370 | 250 | 1.2 | 0.4 | 0.43 | 0.55 | 0.99 | 0.78 | 0.40 | 0.17 | 0.47 |
| Kamloops | 355 | -23 | -25 | 34 | 20 | 3450 | 13 | 42 | 225 | 0.23 | 275 | 80 | 1.8 | 0.2 | 0.31 | 0.40 | 0.28 | 0.17 | 0.10 | 0.061 | 0.14 |
| Kaslo | 545 | -17 | -20 | 30 | 19 | 3830 | 10 | 55 | 660 | 0.82 | 850 | 80 | 2.8 | 0.1 | 0.24 | 0.31 | 0.27 | 0.16 | 0.080 | 0.045 | 0.14 |
| Kelowna | 350 | -17 | -20 | 33 | 20 | 3400 | 12 | 43 | 260 | 0.29 | 325 | 80 | 1.7 | 0.1 | 0.31 | 0.40 | 0.28 | 0.17 | 0.094 | 0.056 | 0.14 |
| Kimberley | 1090 | -25 | -27 | 31 | 18 | 4650 | 12 | 59 | 350 | 0.38 | 500 | 100 | 3.0 | 0.2 | 0.25 | 0.33 | 0.27 | 0.16 | 0.079 | 0.044 | 0.14 |
| Kitimat Plant | 15 | -16 | -18 | 25 | 16 | 3750 | 13 | 193 | 2100 | 2.19 | 2500 | 220 | 5.5 | 0.8 | 0.37 | 0.48 | 0.37 | 0.24 | 0.13 | 0.073 | 0.18 |
| Kitimat Townsite | 130 | -16 | -18 | 24 | 16 | 3900 | 13 | 171 | 1900 | 2.00 | 2300 | 220 | 6.5 | 0.8 | 0.37 | 0.48 | 0.37 | 0.24 | 0.13 | 0.073 | 0.18 |
| Ladysmith | 80 | -7 | -9 | 27 | 19 | 3000 | 8 | 97 | 1075 | 1.20 | 1160 | 180 | 2.4 | 0.4 | 0.31 | 0.40 | 1.1 | 0.72 | 0.36 | 0.18 | 0.53 |
| Langford | 80 | -4 | -6 | 27 | 19 | 2750 | 9 | 135 | 1095 | 1.22 | 1125 | 220 | 1.8 | 0.3 | 0.31 | 0.40 | 1.2 | 0.79 | 0.37 | 0.18 | 0.58 |
| Lillooet | 245 | -21 | -23 | 34 | 20 | 3400 | 10 | 70 | 300 | 0.31 | 350 | 100 | 2.1 | 0.1 | 0.34 | 0.44 | 0.60 | 0.44 | 0.26 | 0.14 | 0.27 |
| Lytton | 325 | -17 | -20 | 35 | 20 | 3300 | 10 | 70 | 330 | 0.33 | 425 | 80 | 2.8 | 0.3 | 0.33 | 0.43 | 0.60 | 0.44 | 0.26 | 0.14 | 0.27 |
| Mackenzie | 765 | -34 | -38 | 27 | 17 | 5550 | 10 | 50 | 350 | 0.54 | 650 | 60 | 5.1 | 0.2 | 0.25 | 0.32 | 0.23 | 0.13 | 0.061 | 0.034 | 0.12 |
| Masset | 10 | -5 | -7 | 17 | 15 | 3700 | 13 | 80 | 1350 | 1.54 | 1400 | 400 | 1.8 | 0.4 | 0.48 | 0.61 | 0.53 | 0.39 | 0.30 | 0.16 | 0.26 |
| McBride | 730 | -29 | -32 | 29 | 18 | 4980 | 13 | 54 | 475 | 0.64 | 650 | 60 | 4.3 | 0.2 | 0.27 | 0.35 | 0.27 | 0.16 | 0.076 | 0.042 | 0.14 |
| McLeod Lake | 695 | -35 | -37 | 27 | 17 | 5450 | 10 | 50 | 350 | 0.54 | 650 | 60 | 4.1 | 0.2 | 0.25 | 0.32 | 0.18 | 0.10 | 0.051 | 0.029 | 0.095 |
| Merritt | 570 | -24 | -27 | 34 | 20 | 3900 | 8 | 54 | 240 | 0.24 | 310 | 80 | 1.8 | 0.3 | 0.34 | 0.44 | 0.34 | 0.26 | 0.16 | 0.094 | 0.17 |
| Mission City | 45 | -9 | -11 | 30 | 20 | 2850 | 13 | 123 | 1650 | 1.71 | 1700 | 160 | 2.4 | 0.3 | 0.33 | 0.43 | 0.93 | 0.63 | 0.31 | 0.17 | 0.46 |
| Montrose | 615 | -16 | -18 | 32 | 20 | 3600 | 10 | 54 | 480 | 0.56 | 700 | 60 | 4.1 | 0.1 | 0.27 | 0.35 | 0.27 | 0.16 | 0.081 | 0.045 | 0.14 |
| Nakusp | 445 | -20 | -22 | 31 | 20 | 3560 | 10 | 60 | 650 | 0.78 | 850 | 60 | 4.4 | 0.1 | 0.25 | 0.33 | 0.27 | 0.16 | 0.080 | 0.045 | 0.14 |
| Nanaimo | 15 | -6 | -8 | 27 | 19 | 3000 | 10 | 91 | 1000 | 1.13 | 1050 | 200 | 2.3 | 0.4 | 0.39 | 0.50 | 1.0 | 0.69 | 0.35 | 0.18 | 0.50 |
| Nelson | 600 | -18 | -20 | 31 | 20 | 3500 | 10 | 59 | 460 | 0.57 | 700 | 60 | 4.2 | 0.1 | 0.25 | 0.33 | 0.27 | 0.16 | 0.080 | 0.045 | 0.14 |
| Ocean Falls | 10 | -10 | -12 | 23 | 17 | 3400 | 13 | 260 | 4150 | 4.21 | 4300 | 350 | 3.9 | 0.8 | 0.46 | 0.59 | 0.38 | 0.25 | 0.14 | 0.078 | 0.18 |
| Osoyoos | 285 | -14 | -17 | 35 | 21 | 3100 | 10 | 48 | 275 | 0.28 | 310 | 60 | 1.1 | 0.1 | 0.31 | 0.40 | 0.29 | 0.19 | 0.12 | 0.071 | 0.14 |
| Parksville | 40 | -6 | -8 | 26 | 19 | 3200 | 10 | 91 | 1200 | 1.31 | 1250 | 200 | 2.4 | 0.4 | 0.39 | 0.50 | 0.86 | 0.61 | 0.32 | 0.17 | 0.42 |
| Penticton | 350 | -15 | -17 | 33 | 20 | 3350 | 10 | 48 | 275 | 0.28 | 300 | 60 | 1.3 | 0.1 | 0.35 | 0.45 | 0.28 | 0.18 | 0.11 | 0.065 | 0.14 |
| Port Alberni | 15 | -5 | -8 | 31 | 19 | 3100 | 10 | 161 | 1900 | 2.00 | 2000 | 240 | 3.0 | 0.4 | 0.25 | 0.32 | 0.76 | 0.57 | 0.30 | 0.16 | 0.36 |
| Port Alice | 25 | -3 | -6 | 26 | 17 | 3010 | 13 | 200 | 3300 | 3.38 | 3340 | 220 | 1.1 | 0.4 | 0.25 | 0.32 | 0.65 | 0.43 | 0.24 | 0.14 | 0.28 |
| Port Hardy | 5 | -5 | -7 | 20 | 16 | 3440 | 13 | 150 | 1775 | 1.92 | 1850 | 220 | 0.9 | 0.4 | 0.40 | 0.52 | 0.43 | 0.31 | 0.17 | 0.10 | 0.20 |
| Port McNeill | 5 | -5 | -7 | 22 | 17 | 3410 | 13 | 128 | 1750 | 1.89 | 1850 | 260 | 1.1 | 0.4 | 0.40 | 0.52 | 0.43 | 0.36 | 0.19 | 0.10 | 0.20 |
| Port Renfrew | 20 | -3 | -5 | 24 | 17 | 2900 | 13 | 200 | 3600 | 3.64 | 3675 | 270 | 1.1 | 0.4 | 0.40 | 0.52 | 1.0 | 0.81 | 0.41 | 0.18 | 0.45 |
| Powell River | 10 | -7 | -9 | 26 | 18 | 3100 | 10 | 80 | 1150 | 1.27 | 1200 | 220 | 1.9 | 0.4 | 0.39 | 0.51 | 0.67 | 0.49 | 0.29 | 0.16 | 0.31 |
| Prince George | 580 | -32 | -36 | 28 | 18 | 4720 | 15 | 54 | 425 | 0.58 | 600 | 80 | 3.4 | 0.2 | 0.29 | 0.37 | 0.13 | 0.079 | 0.040 | 0.026 | 0.070 |
| Prince Rupert | 20 | -13 | -15 | 19 | 15 | 3900 | 13 | 160 | 2750 | 2.84 | 2900 | 240 | 1.9 | 0.4 | 0.42 | 0.54 | 0.38 | 0.25 | 0.15 | 0.086 | 0.18 |
| Princeton | 655 | -24 | -29 | 33 | 19 | 4250 | 10 | 43 | 235 | 0.35 | 350 | 80 | 2.9 | 0.6 | 0.28 | 0.36 | 0.42 | 0.31 | 0.19 | 0.11 | 0.20 |
| Qualicum Beach | 10 | -7 | -9 | 27 | 19 | 3200 | 10 | 96 | 1200 | 1.31 | 1250 | 200 | 2.2 | 0.4 | 0.41 | 0.53 | 0.82 | 0.58 | 0.31 | 0.17 | 0.39 |
| Queen Charlotte City | 35 | -6 | -8 | 21 | 16 | 3520 | 13 | 110 | 1300 | 1.47 | 1350 | 360 | 1.8 | 0.4 | 0.48 | 0.61 | 0.62 | 0.57 | 0.46 | 0.24 | 0.33 |
| Quesnel | 475 | -31 | -33 | 30 | 17 | 4650 | 10 | 50 | 380 | 0.51 | 525 | 80 | 3.0 | 0.1 | 0.24 | 0.31 | 0.27 | 0.16 | 0.075 | 0.041 | 0.13 |
| Revelstoke | 440 | -20 | -23 | 31 | 19 | 4000 | 13 | 55 | 625 | 0.80 | 950 | 80 | 5.8 | 0.1 | 0.25 | 0.32 | 0.27 | 0.16 | 0.080 | 0.045 | 0.14 |
| Salmon Arm | 425 | -19 | -24 | 33 | 21 | 3650 | 13 | 48 | 400 | 0.47 | 525 | 80 | 3.5 | 0.1 | 0.30 | 0.39 | 0.27 | 0.16 | 0.082 | 0.046 | 0.14 |
| Sandspit | 5 | -4 | -6 | 18 | 15 | 3450 | 13 | 86 | 1300 | 1.47 | 1350 | 500 | 1.8 | 0.4 | 0.60 | 0.78 | 0.56 | 0.48 | 0.40 | 0.20 | 0.29 |
| Sechelt | 25 | -6 | -8 | 27 | 20 | 2680 | 10 | 75 | 1140 | 1.27 | 1200 | 160 | 2.2 | 0.4 | 0.37 | 0.48 | 0.87 | 0.61 | 0.33 | 0.17 | 0.43 |
| Sidney | 10 | -4 | -6 | 26 | 18 | 2850 | 8 | 96 | 825 | 0.97 | 850 | 160 | 1.1 | 0.2 | 0.33 | 0.42 | 1.2 | 0.80 | 0.37 | 0.19 | 0.60 |
| Smith River | 660 | -45 | -47 | 26 | 17 | 7100 | 10 | 64 | 300 | 0.58 | 500 | 40 | 2.8 | 0.1 | 0.23 | 0.30 | 0.51 | 0.31 | 0.15 | 0.086 | 0.25 |
| Smithers | 500 | -29 | -31 | 26 | 17 | 5040 | 13 | 60 | 325 | 0.60 | 500 | 120 | 3.2 | 0.2 | 0.31 | 0.40 | 0.11 | 0.080 | 0.053 | 0.034 | 0.059 |
| Sooke | 20 | -1 | -3 | 21 | 16 | 2900 | 9 | 130 | 1250 | 1.37 | 1280 | 220 | 1.3 | 0.3 | 0.37 | 0.48 | 1.1 | 0.75 | 0.36 | 0.18 | 0.53 |
| Squamish | 5 | -9 | -11 | 29 | 20 | 2950 | 10 | 140 | 2050 | 2.12 | 2200 | 160 | 3.2 | 0.7 | 0.39 | 0.50 | 0.72 | 0.52 | 0.30 | 0.16 | 0.33 |
| Stewart | 10 | -17 | -20 | 25 | 16 | 4350 | 13 | 135 | 1300 | 1.47 | 1900 | 180 | 7.9 | 0.8 | 0.28 | 0.36 | 0.30 | 0.19 | 0.11 | 0.063 | 0.15 |
| Tahsis | 25 | -4 | -6 | 26 | 18 | 3150 | 13 | 200 | 3845 | 3.91 | 3900 | 300 | 1.1 | 0.4 | 0.26 | 0.34 | 0.87 | 0.69 | 0.36 | 0.16 | 0.38 |
| Taylor | 515 | -35 | -37 | 26 | 18 | 5720 | 15 | 72 | 320 | 0.49 | 450 | 100 | 2.3 | 0.1 | 0.31 | 0.40 | 0.095 | 0.060 | 0.031 | 0.018 | 0.053 |
| Terrace | 60 | -19 | -21 | 27 | 17 | 4150 | 13 | 120 | 950 | 1.08 | 1150 | 200 | 5.4 | 0.6 | 0.28 | 0.36 | 0.34 | 0.21 | 0.11 | 0.065 | 0.16 |
| Tofino | 10 | -2 | -4 | 20 | 16 | 3150 | 13 | 193 | 3275 | 3.36 | 3300 | 300 | 1.1 | 0.4 | 0.53 | 0.68 | 1.2 | 0.94 | 0.48 | 0.21 | 0.52 |
| Trail | 440 | -14 | -17 | 33 | 20 | 3600 | 10 | 54 | 580 | 0.65 | 700 | 60 | 4.1 | 0.1 | 0.27 | 0.35 | 0.27 | 0.16 | 0.081 | 0.045 | 0.14 |
| Ucluelet | 5 | -2 | -4 | 18 | 16 | 3120 | 13 | 180 | 3175 | 3.26 | 3200 | 280 | 1.0 | 0.4 | 0.53 | 0.68 | 1.2 | 0.94 | 0.48 | 0.21 | 0.53 |
| Vancouver Region | |||||||||||||||||||||
| Burnaby (Simon Fraser Univ.) | 330 | -7 | -9 | 25 | 17 | 3100 | 10 | 150 | 1850 | 1.93 | 1950 | 160 | 2.9 | 0.7 | 0.36 | 0.47 | 0.93 | 0.63 | 0.32 | 0.17 | 0.46 |
| Cloverdale | 10 | -8 | -10 | 29 | 20 | 2700 | 10 | 112 | 1350 | 1.44 | 1400 | 160 | 2.5 | 0.2 | 0.34 | 0.44 | 1.1 | 0.72 | 0.33 | 0.17 | 0.54 |
| Haney | 10 | -9 | -11 | 30 | 20 | 2840 | 10 | 134 | 1800 | 1.86 | 1950 | 160 | 2.4 | 0.2 | 0.34 | 0.44 | 0.97 | 0.65 | 0.32 | 0.17 | 0.48 |
| Ladner | 3 | -6 | -8 | 27 | 19 | 2600 | 10 | 80 | 1000 | 1.14 | 1050 | 160 | 1.3 | 0.2 | 0.36 | 0.46 | 1.1 | 0.73 | 0.35 | 0.18 | 0.54 |
| Langley | 15 | -8 | -10 | 29 | 20 | 2700 | 10 | 112 | 1450 | 1.53 | 1500 | 160 | 2.4 | 0.2 | 0.34 | 0.44 | 1.1 | 0.71 | 0.33 | 0.17 | 0.53 |
| New Westminster | 10 | -8 | -10 | 29 | 19 | 2800 | 10 | 134 | 1500 | 1.59 | 1575 | 160 | 2.3 | 0.2 | 0.34 | 0.44 | 0.99 | 0.66 | 0.33 | 0.17 | 0.49 |
| North Vancouver | 135 | -7 | -9 | 26 | 19 | 2910 | 12 | 150 | 2000 | 2.07 | 2100 | 160 | 3.0 | 0.3 | 0.35 | 0.45 | 0.88 | 0.61 | 0.33 | 0.17 | 0.44 |
| Richmond | 5 | -7 | -9 | 27 | 19 | 2800 | 10 | 86 | 1070 | 1.20 | 1100 | 160 | 1.5 | 0.2 | 0.35 | 0.45 | 1.0 | 0.68 | 0.34 | 0.18 | 0.50 |
| Surrey (88 Ave & 156 St.) | 90 | -8 | -10 | 29 | 20 | 2750 | 10 | 128 | 1500 | 1.58 | 1575 | 160 | 2.4 | 0.3 | 0.34 | 0.44 | 1.0 | 0.69 | 0.33 | 0.17 | 0.52 |
| Vancouver (City Hall) |
40 | -7 | -9 | 28 | 20 | 2825 | 10 | 112 | 1325 | 1.44 | 1400 | 160 | 1.8 | 0.2 | 0.35 | 0.45 | 0.94 | 0.64 | 0.33 | 0.17 | 0.46 |
| Vancouver (Granville & 41 Ave) |
120 | -6 | -8 | 28 | 20 | 2925 | 10 | 107 | 1325 | 1.44 | 1400 | 160 | 1.9 | 0.3 | 0.35 | 0.45 | 0.95 | 0.65 | 0.34 | 0.17 | 0.47 |
| West Vancouver | 45 | -7 | -9 | 28 | 19 | 2950 | 12 | 150 | 1600 | 1.69 | 1700 | 160 | 2.4 | 0.2 | 0.37 | 0.48 | 0.88 | 0.62 | 0.33 | 0.17 | 0.43 |
| Vernon | 405 | -20 | -23 | 33 | 20 | 3600 | 13 | 43 | 350 | 0.41 | 400 | 80 | 2.2 | 0.1 | 0.31 | 0.40 | 0.27 | 0.17 | 0.083 | 0.047 | 0.14 |
| Victoria Region | |||||||||||||||||||||
| Victoria (Gonzales Hts) |
65 | -4 | -6 | 24 | 17 | 2700 | 9 | 91 | 600 | 0.82 | 625 | 220 | 1.5 | 0.3 | 0.44 | 0.57 | 1.2 | 0.82 | 0.38 | 0.19 | 0.61 |
| Victoria (Mt Tolmie) |
125 | -6 | -8 | 24 | 16 | 2700 | 9 | 91 | 775 | 0.96 | 800 | 220 | 2.1 | 0.3 | 0.48 | 0.63 | 1.2 | 0.82 | 0.38 | 0.19 | 0.61 |
| Victoria | 10 | -4 | -6 | 24 | 17 | 2650 | 8 | 91 | 800 | 0.98 | 825 | 220 | 1.1 | 0.2 | 0.44 | 0.57 | 1.2 | 0.82 | 0.38 | 0.18 | 0.61 |
| Whistler | 665 | -17 | -20 | 30 | 20 | 4180 | 10 | 85 | 845 | 0.99 | 1215 | 160 | 9.5 | 0.9 | 0.25 | 0.32 | 0.63 | 0.47 | 0.28 | 0.16 | 0.29 |
| White Rock | 30 | -5 | -7 | 25 | 20 | 2620 | 10 | 80 | 1065 | 1.17 | 1100 | 160 | 2.0 | 0.2 | 0.34 | 0.44 | 1.1 | 0.76 | 0.35 | 0.18 | 0.57 |
| Williams Lake | 615 | -30 | -33 | 29 | 17 | 4400 | 10 | 48 | 350 | 0.47 | 425 | 80 | 2.4 | 0.2 | 0.27 | 0.35 | 0.28 | 0.16 | 0.096 | 0.056 | 0.14 |
| Youbou | 200 | -5 | -8 | 31 | 19 | 3050 | 10 | 161 | 2000 | 2.09 | 2100 | 200 | 3.9 | 0.7 | 0.25 | 0.32 | 1.0 | 0.69 | 0.35 | 0.18 | 0.50 |
| Alberta | |||||||||||||||||||||
| Athabasca | 515 | -35 | -38 | 27 | 19 | 6000 | 18 | 86 | 370 | 0.58 | 480 | 80 | 1.5 | 0.1 | 0.28 | 0.36 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Banff | 1400 | -31 | -33 | 27 | 16 | 5500 | 18 | 65 | 300 | 0.58 | 500 | 120 | 3.6 | 0.1 | 0.25 | 0.32 | 0.24 | 0.14 | 0.066 | 0.037 | 0.12 |
| Barrhead | 645 | -33 | -36 | 27 | 19 | 5740 | 20 | 86 | 375 | 0.58 | 475 | 100 | 1.7 | 0.1 | 0.34 | 0.44 | 0.095 | 0.057 | 0.026 | 0.009 | 0.036 |
| Beaverlodge | 730 | -36 | -39 | 28 | 18 | 5700 | 20 | 86 | 315 | 0.49 | 470 | 100 | 2.4 | 0.1 | 0.28 | 0.36 | 0.13 | 0.078 | 0.039 | 0.022 | 0.070 |
| Brooks | 760 | -32 | -34 | 32 | 20 | 4880 | 18 | 86 | 260 | 0.26 | 340 | 220 | 1.2 | 0.1 | 0.40 | 0.52 | 0.095 | 0.057 | 0.026 | 0.012 | 0.036 |
| Calgary | 1045 | -30 | -32 | 28 | 17 | 5000 | 23 | 103 | 325 | 0.37 | 425 | 220 | 1.1 | 0.1 | 0.37 | 0.48 | 0.15 | 0.084 | 0.041 | 0.023 | 0.088 |
| Campsie | 660 | -33 | -36 | 27 | 19 | 5750 | 20 | 86 | 375 | 0.58 | 475 | 100 | 1.7 | 0.1 | 0.34 | 0.44 | 0.095 | 0.057 | 0.026 | 0.009 | 0.036 |
| Camrose | 740 | -33 | -35 | 29 | 19 | 5500 | 20 | 86 | 355 | 0.54 | 470 | 160 | 2.0 | 0.1 | 0.30 | 0.39 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Canmore | 1320 | -31 | -33 | 28 | 17 | 5400 | 18 | 86 | 325 | 0.57 | 500 | 120 | 3.5 | 0.1 | 0.29 | 0.37 | 0.24 | 0.14 | 0.065 | 0.036 | 0.12 |
| Cardston | 1130 | -29 | -32 | 30 | 19 | 4700 | 20 | 108 | 340 | 0.38 | 550 | 140 | 1.5 | 0.1 | 0.56 | 0.72 | 0.18 | 0.11 | 0.054 | 0.031 | 0.095 |
| Claresholm | 1030 | -30 | -32 | 30 | 18 | 4680 | 15 | 97 | 310 | 0.35 | 440 | 200 | 1.3 | 0.1 | 0.45 | 0.58 | 0.15 | 0.092 | 0.046 | 0.027 | 0.092 |
| Cold Lake | 540 | -35 | -38 | 28 | 19 | 5860 | 18 | 81 | 320 | 0.53 | 430 | 140 | 1.7 | 0.1 | 0.29 | 0.38 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Coleman | 1320 | -31 | -34 | 29 | 18 | 5210 | 15 | 86 | 400 | 0.46 | 550 | 120 | 2.7 | 0.3 | 0.48 | 0.63 | 0.24 | 0.13 | 0.066 | 0.037 | 0.12 |
| Coronation | 790 | -32 | -34 | 30 | 19 | 5640 | 20 | 92 | 300 | 0.45 | 400 | 200 | 2.2 | 0.1 | 0.29 | 0.37 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Cowley | 1175 | -29 | -32 | 29 | 18 | 4810 | 15 | 92 | 310 | 0.36 | 525 | 140 | 1.6 | 0.1 | 0.78 | 1.01 | 0.20 | 0.12 | 0.057 | 0.033 | 0.10 |
| Drumheller | 685 | -32 | -34 | 30 | 18 | 5050 | 20 | 86 | 300 | 0.39 | 375 | 220 | 1.2 | 0.1 | 0.34 | 0.44 | 0.095 | 0.057 | 0.026 | 0.012 | 0.037 |
| Edmonton | 645 | -30 | -33 | 28 | 19 | 5120 | 23 | 97 | 360 | 0.48 | 460 | 160 | 1.7 | 0.1 | 0.35 | 0.45 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Edson | 920 | -34 | -37 | 27 | 18 | 5750 | 18 | 81 | 450 | 0.63 | 570 | 100 | 2.1 | 0.1 | 0.36 | 0.46 | 0.15 | 0.083 | 0.038 | 0.021 | 0.083 |
| Embarras Portage | 220 | -41 | -43 | 28 | 19 | 7100 | 12 | 81 | 250 | 0.56 | 390 | 80 | 1.9 | 0.1 | 0.29 | 0.37 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Fairview | 670 | -37 | -40 | 27 | 18 | 5840 | 15 | 86 | 330 | 0.51 | 450 | 100 | 2.6 | 0.1 | 0.27 | 0.35 | 0.095 | 0.057 | 0.026 | 0.011 | 0.036 |
| Fort MacLeod | 945 | -30 | -32 | 31 | 19 | 4600 | 16 | 97 | 300 | 0.35 | 425 | 180 | 1.2 | 0.1 | 0.53 | 0.68 | 0.16 | 0.097 | 0.050 | 0.028 | 0.094 |
| Fort McMurray | 255 | -38 | -40 | 28 | 19 | 6250 | 13 | 86 | 340 | 0.52 | 460 | 60 | 1.4 | 0.1 | 0.27 | 0.35 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Fort Saskatchewan | 610 | -32 | -35 | 28 | 19 | 5420 | 20 | 86 | 350 | 0.49 | 425 | 140 | 1.6 | 0.1 | 0.33 | 0.43 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Fort Vermilion | 270 | -41 | -43 | 28 | 18 | 6700 | 13 | 70 | 250 | 0.53 | 380 | 60 | 2.1 | 0.1 | 0.23 | 0.30 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Grande Prairie | 650 | -36 | -39 | 27 | 18 | 5790 | 20 | 86 | 315 | 0.49 | 450 | 120 | 2.2 | 0.1 | 0.33 | 0.43 | 0.095 | 0.061 | 0.031 | 0.018 | 0.054 |
| Habay | 335 | -41 | -43 | 28 | 18 | 6750 | 13 | 70 | 275 | 0.54 | 425 | 60 | 2.4 | 0.1 | 0.23 | 0.30 | 0.095 | 0.057 | 0.026 | 0.010 | 0.036 |
| Hardisty | 615 | -33 | -36 | 30 | 19 | 5640 | 20 | 81 | 325 | 0.48 | 425 | 140 | 1.7 | 0.1 | 0.28 | 0.36 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| High River | 1040 | -31 | -32 | 28 | 17 | 4900 | 18 | 97 | 300 | 0.36 | 425 | 200 | 1.3 | 0.1 | 0.50 | 0.65 | 0.15 | 0.087 | 0.043 | 0.024 | 0.090 |
| Hinton | 990 | -34 | -38 | 27 | 17 | 5500 | 13 | 81 | 375 | 0.55 | 500 | 100 | 2.9 | 0.1 | 0.36 | 0.46 | 0.24 | 0.14 | 0.064 | 0.036 | 0.12 |
| Jasper | 1060 | -31 | -34 | 28 | 17 | 5300 | 12 | 76 | 300 | 0.52 | 400 | 80 | 3.3 | 0.1 | 0.25 | 0.32 | 0.24 | 0.14 | 0.068 | 0.038 | 0.12 |
| Keg River | 420 | -40 | -42 | 28 | 18 | 6520 | 13 | 70 | 310 | 0.54 | 450 | 80 | 2.4 | 0.1 | 0.23 | 0.30 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Lac la Biche | 560 | -35 | -38 | 28 | 19 | 6100 | 15 | 86 | 375 | 0.58 | 475 | 80 | 1.6 | 0.1 | 0.28 | 0.36 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Lacombe | 855 | -33 | -36 | 28 | 19 | 5500 | 23 | 92 | 350 | 0.53 | 450 | 180 | 2.1 | 0.1 | 0.31 | 0.40 | 0.095 | 0.057 | 0.026 | 0.012 | 0.042 |
| Lethbridge | 910 | -30 | -32 | 31 | 19 | 4500 | 20 | 97 | 250 | 0.26 | 390 | 200 | 1.2 | 0.1 | 0.51 | 0.66 | 0.15 | 0.087 | 0.044 | 0.026 | 0.087 |
| Manning | 465 | -39 | -41 | 27 | 18 | 6300 | 13 | 76 | 280 | 0.49 | 390 | 80 | 2.3 | 0.1 | 0.23 | 0.30 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Medicine Hat | 705 | -31 | -34 | 32 | 19 | 4540 | 23 | 92 | 250 | 0.25 | 325 | 220 | 1.1 | 0.1 | 0.37 | 0.48 | 0.095 | 0.057 | 0.026 | 0.010 | 0.036 |
| Peace River | 330 | -37 | -40 | 27 | 18 | 6050 | 15 | 81 | 300 | 0.50 | 390 | 100 | 2.2 | 0.1 | 0.25 | 0.32 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Pincher Creek | 1130 | -29 | -32 | 29 | 18 | 4740 | 16 | 103 | 325 | 0.37 | 575 | 140 | 1.5 | 0.1 | 0.75 | 0.96 | 0.19 | 0.11 | 0.058 | 0.033 | 0.10 |
| Ranfurly | 670 | -34 | -37 | 29 | 19 | 5700 | 18 | 92 | 325 | 0.50 | 420 | 100 | 1.9 | 0.1 | 0.28 | 0.36 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Red Deer | 855 | -32 | -35 | 28 | 19 | 5550 | 20 | 97 | 375 | 0.54 | 475 | 200 | 2.0 | 0.1 | 0.31 | 0.40 | 0.095 | 0.057 | 0.026 | 0.014 | 0.050 |
| Rocky Mountain House | 985 | -32 | -34 | 27 | 18 | 5640 | 20 | 92 | 425 | 0.59 | 550 | 120 | 1.9 | 0.1 | 0.28 | 0.36 | 0.15 | 0.080 | 0.038 | 0.021 | 0.085 |
| Slave Lake | 590 | -35 | -38 | 26 | 19 | 5850 | 15 | 81 | 380 | 0.62 | 500 | 80 | 1.9 | 0.1 | 0.29 | 0.37 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Stettler | 820 | -32 | -34 | 30 | 19 | 5300 | 20 | 97 | 370 | 0.53 | 450 | 200 | 2.2 | 0.1 | 0.28 | 0.36 | 0.095 | 0.057 | 0.026 | 0.009 | 0.036 |
| Stony Plain | 710 | -32 | -35 | 28 | 19 | 5300 | 23 | 97 | 410 | 0.52 | 540 | 120 | 1.7 | 0.1 | 0.35 | 0.45 | 0.095 | 0.057 | 0.026 | 0.009 | 0.036 |
| Suffield | 755 | -31 | -34 | 32 | 20 | 4770 | 20 | 86 | 230 | 0.23 | 325 | 220 | 1.3 | 0.1 | 0.38 | 0.49 | 0.095 | 0.057 | 0.026 | 0.011 | 0.036 |
| Taber | 815 | -31 | -33 | 31 | 19 | 4580 | 20 | 92 | 260 | 0.26 | 370 | 200 | 1.2 | 0.1 | 0.48 | 0.63 | 0.097 | 0.059 | 0.032 | 0.018 | 0.064 |
| Turner Valley | 1215 | -31 | -32 | 28 | 17 | 5220 | 20 | 97 | 350 | 0.48 | 600 | 180 | 1.4 | 0.1 | 0.50 | 0.65 | 0.15 | 0.091 | 0.045 | 0.025 | 0.092 |
| Valleyview | 700 | -37 | -40 | 27 | 18 | 5600 | 18 | 86 | 360 | 0.54 | 490 | 80 | 2.3 | 0.1 | 0.33 | 0.42 | 0.095 | 0.057 | 0.026 | 0.012 | 0.036 |
| Vegreville | 635 | -34 | -37 | 29 | 19 | 5780 | 18 | 86 | 325 | 0.50 | 410 | 100 | 1.9 | 0.1 | 0.28 | 0.36 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Vermilion | 580 | -35 | -38 | 29 | 19 | 5740 | 18 | 86 | 310 | 0.53 | 410 | 100 | 1.7 | 0.1 | 0.28 | 0.36 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Wagner | 585 | -35 | -38 | 26 | 19 | 5850 | 15 | 81 | 380 | 0.62 | 500 | 80 | 1.9 | 0.1 | 0.29 | 0.37 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Wainwright | 675 | -33 | -36 | 29 | 19 | 5700 | 20 | 81 | 310 | 0.47 | 425 | 120 | 2.0 | 0.1 | 0.28 | 0.36 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Wetaskiwin | 760 | -33 | -35 | 29 | 19 | 5500 | 23 | 86 | 400 | 0.57 | 500 | 160 | 2.0 | 0.1 | 0.30 | 0.39 | 0.095 | 0.057 | 0.026 | 0.009 | 0.036 |
| Whitecourt | 690 | -33 | -36 | 27 | 19 | 5650 | 20 | 97 | 440 | 0.63 | 550 | 80 | 1.9 | 0.1 | 0.29 | 0.37 | 0.095 | 0.057 | 0.026 | 0.012 | 0.040 |
| Wimborne | 975 | -31 | -34 | 29 | 18 | 5310 | 23 | 92 | 325 | 0.48 | 450 | 200 | 1.6 | 0.1 | 0.31 | 0.40 | 0.095 | 0.057 | 0.026 | 0.015 | 0.054 |
|
Saskatchewan |
|||||||||||||||||||||
| Assiniboia | 740 | -32 | -34 | 31 | 21 | 5180 | 25 | 81 | 290 | 0.33 | 375 | 240 | 1.6 | 0.1 | 0.38 | 0.49 | 0.14 | 0.072 | 0.028 | 0.010 | 0.061 |
| Battrum | 700 | -32 | -34 | 32 | 20 | 5080 | 23 | 81 | 270 | 0.35 | 350 | 260 | 1.2 | 0.1 | 0.42 | 0.54 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Biggar | 645 | -34 | -36 | 30 | 20 | 5720 | 23 | 81 | 270 | 0.39 | 350 | 180 | 2.1 | 0.1 | 0.35 | 0.45 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Broadview | 600 | -34 | -35 | 30 | 21 | 5760 | 25 | 103 | 320 | 0.49 | 420 | 160 | 1.7 | 0.1 | 0.36 | 0.46 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Dafoe | 530 | -35 | -37 | 29 | 21 | 5860 | 20 | 92 | 300 | 0.46 | 380 | 140 | 1.7 | 0.1 | 0.29 | 0.37 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Dundurn | 525 | -35 | -37 | 30 | 21 | 5600 | 23 | 86 | 275 | 0.40 | 380 | 180 | 1.5 | 0.1 | 0.36 | 0.46 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Estevan | 565 | -32 | -34 | 32 | 22 | 5340 | 28 | 92 | 330 | 0.43 | 420 | 200 | 1.6 | 0.1 | 0.40 | 0.52 | 0.13 | 0.066 | 0.026 | 0.010 | 0.055 |
| Hudson Bay | 370 | -36 | -38 | 29 | 21 | 6280 | 20 | 81 | 340 | 0.59 | 450 | 80 | 2.0 | 0.1 | 0.29 | 0.37 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Humboldt | 565 | -36 | -38 | 28 | 21 | 6000 | 20 | 86 | 320 | 0.48 | 375 | 140 | 2.1 | 0.1 | 0.30 | 0.39 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Island Falls | 305 | -39 | -41 | 27 | 20 | 7100 | 18 | 76 | 370 | 0.62 | 510 | 80 | 2.1 | 0.1 | 0.27 | 0.35 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Kamsack | 455 | -34 | -37 | 29 | 22 | 6040 | 20 | 97 | 360 | 0.55 | 450 | 120 | 2.1 | 0.2 | 0.31 | 0.40 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Kindersley | 685 | -33 | -35 | 31 | 20 | 5550 | 23 | 81 | 260 | 0.38 | 325 | 200 | 1.4 | 0.1 | 0.36 | 0.46 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Lloydminster | 645 | -34 | -37 | 28 | 20 | 5880 | 18 | 81 | 310 | 0.53 | 430 | 120 | 2.0 | 0.1 | 0.31 | 0.40 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Maple Creek | 765 | -31 | -34 | 31 | 20 | 4780 | 25 | 81 | 275 | 0.28 | 380 | 220 | 1.2 | 0.1 | 0.35 | 0.45 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Meadow Lake | 480 | -38 | -40 | 28 | 20 | 6280 | 18 | 81 | 320 | 0.53 | 450 | 120 | 1.7 | 0.1 | 0.31 | 0.40 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Melfort | 455 | -36 | -38 | 28 | 21 | 6050 | 20 | 81 | 310 | 0.50 | 410 | 120 | 2.1 | 0.1 | 0.28 | 0.36 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Melville | 550 | -34 | -36 | 29 | 21 | 5880 | 23 | 97 | 340 | 0.52 | 410 | 160 | 1.7 | 0.1 | 0.31 | 0.40 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Moose Jaw | 545 | -32 | -34 | 31 | 21 | 5270 | 25 | 86 | 270 | 0.33 | 360 | 200 | 1.4 | 0.1 | 0.40 | 0.52 | 0.098 | 0.057 | 0.026 | 0.008 | 0.038 |
| Nipawin | 365 | -37 | -39 | 28 | 21 | 6300 | 20 | 76 | 340 | 0.56 | 450 | 100 | 2.0 | 0.1 | 0.29 | 0.38 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| North Battleford | 545 | -34 | -36 | 29 | 20 | 5900 | 20 | 81 | 280 | 0.46 | 370 | 120 | 1.7 | 0.1 | 0.36 | 0.46 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Prince Albert | 435 | -37 | -40 | 28 | 21 | 6100 | 20 | 81 | 320 | 0.51 | 410 | 140 | 1.9 | 0.1 | 0.29 | 0.38 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Qu'Appelle | 645 | -34 | -36 | 30 | 22 | 5620 | 25 | 97 | 340 | 0.45 | 430 | 160 | 1.7 | 0.1 | 0.33 | 0.42 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Regina | 575 | -34 | -36 | 31 | 21 | 5600 | 28 | 103 | 300 | 0.39 | 365 | 200 | 1.4 | 0.1 | 0.38 | 0.49 | 0.10 | 0.057 | 0.026 | 0.008 | 0.040 |
| Rosetown | 595 | -34 | -36 | 31 | 20 | 5620 | 23 | 81 | 260 | 0.37 | 330 | 200 | 1.7 | 0.1 | 0.38 | 0.49 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Saskatoon | 500 | -35 | -37 | 30 | 21 | 5700 | 23 | 86 | 265 | 0.41 | 350 | 160 | 1.7 | 0.1 | 0.33 | 0.43 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Scott | 645 | -34 | -36 | 30 | 20 | 5960 | 20 | 81 | 270 | 0.41 | 360 | 140 | 1.9 | 0.1 | 0.35 | 0.45 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Strasbourg | 545 | -34 | -36 | 30 | 22 | 5600 | 25 | 92 | 300 | 0.41 | 390 | 180 | 1.5 | 0.1 | 0.33 | 0.42 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Swift Current | 750 | -31 | -34 | 31 | 20 | 5150 | 25 | 81 | 260 | 0.34 | 350 | 240 | 1.4 | 0.1 | 0.42 | 0.54 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Uranium City | 265 | -42 | -44 | 26 | 19 | 7500 | 12 | 54 | 300 | 0.59 | 360 | 100 | 2.0 | 0.1 | 0.28 | 0.36 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Weyburn | 575 | -33 | -35 | 31 | 23 | 5400 | 28 | 97 | 320 | 0.40 | 400 | 200 | 1.4 | 0.1 | 0.37 | 0.48 | 0.19 | 0.088 | 0.034 | 0.012 | 0.095 |
| Yorkton | 510 | -34 | -37 | 29 | 21 | 6000 | 23 | 97 | 350 | 0.54 | 440 | 140 | 1.7 | 0.1 | 0.31 | 0.40 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
|
Manitoba |
|||||||||||||||||||||
| Beausejour | 245 | -33 | -35 | 29 | 23 | 5680 | 28 | 103 | 430 | 0.61 | 530 | 180 | 1.9 | 0.2 | 0.32 | 0.41 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Boissevain | 510 | -32 | -34 | 30 | 23 | 5500 | 28 | 119 | 390 | 0.54 | 510 | 180 | 2.2 | 0.2 | 0.40 | 0.52 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Brandon | 395 | -33 | -35 | 30 | 22 | 5760 | 28 | 108 | 375 | 0.56 | 460 | 180 | 2.1 | 0.2 | 0.38 | 0.49 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Churchill | 10 | -38 | -40 | 25 | 18 | 8950 | 12 | 76 | 265 | 0.82 | 410 | 260 | 2.8 | 0.2 | 0.43 | 0.55 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Dauphin | 295 | -33 | -35 | 30 | 22 | 5900 | 28 | 103 | 400 | 0.56 | 490 | 160 | 1.9 | 0.2 | 0.31 | 0.40 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Flin Flon | 300 | -38 | -40 | 27 | 20 | 6440 | 18 | 81 | 340 | 0.59 | 475 | 80 | 2.2 | 0.2 | 0.27 | 0.35 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Gimli | 220 | -34 | -36 | 29 | 23 | 5800 | 28 | 108 | 410 | 0.65 | 530 | 180 | 1.9 | 0.2 | 0.31 | 0.40 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Island Lake | 240 | -36 | -38 | 27 | 20 | 6900 | 18 | 86 | 380 | 0.67 | 550 | 80 | 2.6 | 0.2 | 0.29 | 0.37 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Lac du Bonnet | 260 | -34 | -36 | 29 | 23 | 5730 | 28 | 103 | 445 | 0.65 | 560 | 180 | 1.9 | 0.2 | 0.29 | 0.37 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Lynn Lake | 350 | -40 | -42 | 27 | 19 | 7770 | 18 | 86 | 310 | 0.62 | 490 | 100 | 2.4 | 0.2 | 0.29 | 0.37 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Morden | 300 | -31 | -33 | 30 | 24 | 5400 | 28 | 119 | 420 | 0.55 | 520 | 180 | 2.2 | 0.2 | 0.40 | 0.52 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Neepawa | 365 | -32 | -34 | 29 | 23 | 5760 | 28 | 108 | 410 | 0.58 | 470 | 180 | 2.2 | 0.2 | 0.34 | 0.44 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Pine Falls | 220 | -34 | -36 | 28 | 23 | 5900 | 25 | 97 | 440 | 0.66 | 420 | 180 | 1.9 | 0.2 | 0.30 | 0.39 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Portage la Prairie | 260 | -31 | -33 | 30 | 23 | 5600 | 28 | 108 | 390 | 0.51 | 525 | 180 | 2.1 | 0.2 | 0.36 | 0.46 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Rivers | 465 | -34 | -36 | 29 | 23 | 5840 | 28 | 108 | 370 | 0.56 | 460 | 180 | 2.1 | 0.2 | 0.36 | 0.46 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Sandilands | 365 | -32 | -34 | 29 | 23 | 5650 | 28 | 113 | 460 | 0.58 | 550 | 180 | 2.2 | 0.2 | 0.31 | 0.40 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Selkirk | 225 | -33 | -35 | 29 | 23 | 5700 | 28 | 108 | 420 | 0.61 | 500 | 180 | 1.9 | 0.2 | 0.32 | 0.41 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Split Lake | 175 | -38 | -40 | 27 | 19 | 7900 | 18 | 76 | 325 | 0.66 | 500 | 120 | 2.5 | 0.2 | 0.30 | 0.39 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Steinbach | 270 | -33 | -35 | 29 | 23 | 5700 | 28 | 108 | 440 | 0.58 | 500 | 180 | 2.0 | 0.2 | 0.31 | 0.40 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Swan River | 335 | -34 | -37 | 29 | 22 | 6100 | 20 | 92 | 370 | 0.58 | 500 | 120 | 2.0 | 0.2 | 0.27 | 0.35 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| The Pas | 270 | -36 | -38 | 28 | 21 | 6480 | 18 | 81 | 330 | 0.59 | 450 | 160 | 2.1 | 0.2 | 0.29 | 0.37 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Thompson | 205 | -40 | -43 | 27 | 19 | 7600 | 18 | 86 | 350 | 0.64 | 540 | 100 | 2.4 | 0.2 | 0.28 | 0.36 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Virden | 435 | -33 | -35 | 30 | 23 | 5620 | 28 | 108 | 350 | 0.53 | 460 | 180 | 2.0 | 0.2 | 0.36 | 0.46 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Winnipeg | 235 | -33 | -35 | 30 | 23 | 5670 | 28 | 108 | 415 | 0.58 | 500 | 180 | 1.9 | 0.2 | 0.35 | 0.45 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
|
Ontario |
|||||||||||||||||||||
| Ailsa Craig | 230 | -17 | -19 | 30 | 23 | 3840 | 25 | 103 | 800 | 0.93 | 950 | 180 | 2.2 | 0.4 | 0.39 | 0.50 | 0.13 | 0.082 | 0.052 | 0.016 | 0.045 |
| Ajax | 95 | -20 | -22 | 30 | 23 | 3820 | 23 | 92 | 760 | 0.90 | 825 | 160 | 1.0 | 0.4 | 0.37 | 0.48 | 0.18 | 0.12 | 0.070 | 0.022 | 0.074 |
| Alexandria | 80 | -24 | -26 | 30 | 23 | 4600 | 25 | 103 | 800 | 0.91 | 975 | 160 | 2.4 | 0.4 | 0.31 | 0.40 | 0.64 | 0.31 | 0.14 | 0.047 | 0.32 |
| Alliston | 220 | -23 | -25 | 29 | 23 | 4200 | 28 | 113 | 690 | 0.81 | 875 | 120 | 2.0 | 0.4 | 0.28 | 0.36 | 0.15 | 0.099 | 0.062 | 0.020 | 0.046 |
| Almonte | 120 | -26 | -28 | 30 | 23 | 4620 | 25 | 97 | 730 | 0.84 | 800 | 140 | 2.5 | 0.4 | 0.32 | 0.41 | 0.55 | 0.27 | 0.13 | 0.042 | 0.28 |
| Armstrong | 340 | -37 | -40 | 28 | 21 | 6500 | 23 | 97 | 525 | 0.75 | 725 | 100 | 2.7 | 0.4 | 0.23 | 0.30 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Arnprior | 85 | -27 | -29 | 30 | 23 | 4680 | 23 | 86 | 630 | 0.76 | 775 | 140 | 2.5 | 0.4 | 0.29 | 0.37 | 0.61 | 0.29 | 0.13 | 0.044 | 0.31 |
| Atikokan | 400 | -33 | -35 | 29 | 22 | 5750 | 25 | 103 | 570 | 0.77 | 760 | 100 | 2.4 | 0.3 | 0.23 | 0.30 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Attawapiskat | 10 | -37 | -39 | 28 | 21 | 7100 | 18 | 81 | 450 | 0.79 | 650 | 160 | 2.8 | 0.3 | 0.32 | 0.41 | 0.11 | 0.057 | 0.026 | 0.008 | 0.053 |
| Aurora | 270 | -21 | -23 | 30 | 23 | 4210 | 28 | 108 | 700 | 0.81 | 800 | 140 | 2.0 | 0.4 | 0.34 | 0.44 | 0.16 | 0.11 | 0.065 | 0.021 | 0.053 |
| Bancroft | 365 | -28 | -31 | 29 | 23 | 4740 | 25 | 92 | 720 | 0.85 | 900 | 100 | 3.1 | 0.4 | 0.25 | 0.32 | 0.26 | 0.17 | 0.089 | 0.030 | 0.089 |
| Barrie | 245 | -24 | -26 | 29 | 23 | 4380 | 28 | 97 | 700 | 0.83 | 900 | 120 | 2.5 | 0.4 | 0.28 | 0.36 | 0.15 | 0.11 | 0.065 | 0.021 | 0.044 |
| Barriefield | 100 | -22 | -24 | 28 | 23 | 3990 | 23 | 108 | 780 | 0.96 | 950 | 160 | 2.1 | 0.4 | 0.36 | 0.47 | 0.30 | 0.18 | 0.099 | 0.031 | 0.12 |
| Beaverton | 240 | -24 | -26 | 30 | 23 | 4300 | 25 | 108 | 720 | 0.87 | 950 | 120 | 2.2 | 0.4 | 0.28 | 0.36 | 0.16 | 0.12 | 0.070 | 0.023 | 0.047 |
| Belleville | 90 | -22 | -24 | 29 | 23 | 3910 | 23 | 97 | 760 | 0.89 | 850 | 180 | 1.7 | 0.4 | 0.33 | 0.43 | 0.25 | 0.16 | 0.088 | 0.028 | 0.10 |
| Belmont | 260 | -17 | -19 | 30 | 24 | 3840 | 25 | 97 | 850 | 0.95 | 950 | 180 | 1.7 | 0.4 | 0.36 | 0.47 | 0.16 | 0.097 | 0.056 | 0.017 | 0.086 |
| Kitchenuhmay-koosib (Big Trout Lake) | 215 | -38 | -40 | 26 | 20 | 7450 | 18 | 92 | 400 | 0.75 | 600 | 150 | 3.2 | 0.2 | 0.33 | 0.42 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| CFB Borden | 225 | -23 | -25 | 29 | 23 | 4300 | 28 | 103 | 690 | 0.82 | 875 | 120 | 2.2 | 0.4 | 0.28 | 0.36 | 0.14 | 0.10 | 0.063 | 0.020 | 0.045 |
| Bracebridge | 310 | -26 | -28 | 29 | 23 | 4800 | 25 | 103 | 830 | 0.95 | 1050 | 120 | 3.1 | 0.4 | 0.27 | 0.35 | 0.18 | 0.12 | 0.072 | 0.024 | 0.056 |
| Bradford | 240 | -23 | -25 | 30 | 23 | 4280 | 28 | 108 | 680 | 0.80 | 800 | 120 | 2.1 | 0.4 | 0.28 | 0.36 | 0.15 | 0.10 | 0.065 | 0.021 | 0.049 |
| Brampton | 215 | -19 | -21 | 30 | 23 | 4100 | 28 | 119 | 720 | 0.81 | 820 | 140 | 1.3 | 0.4 | 0.34 | 0.44 | 0.21 | 0.12 | 0.063 | 0.020 | 0.11 |
| Brantford | 205 | -18 | -20 | 30 | 23 | 3900 | 23 | 103 | 780 | 0.89 | 850 | 160 | 1.3 | 0.4 | 0.33 | 0.42 | 0.19 | 0.11 | 0.061 | 0.019 | 0.089 |
| Brighton | 95 | -21 | -23 | 29 | 23 | 4000 | 23 | 94 | 760 | 0.90 | 850 | 160 | 1.6 | 0.4 | 0.37 | 0.48 | 0.24 | 0.15 | 0.083 | 0.027 | 0.099 |
| Brockville | 85 | -23 | -25 | 29 | 23 | 4060 | 25 | 103 | 770 | 0.89 | 975 | 180 | 2.2 | 0.4 | 0.34 | 0.44 | 0.35 | 0.22 | 0.12 | 0.036 | 0.15 |
| Burk's Falls | 305 | -26 | -28 | 29 | 22 | 5020 | 25 | 97 | 810 | 0.94 | 1010 | 120 | 2.7 | 0.4 | 0.27 | 0.35 | 0.21 | 0.14 | 0.075 | 0.026 | 0.074 |
| Burlington | 80 | -17 | -19 | 31 | 23 | 3740 | 23 | 103 | 770 | 0.91 | 850 | 160 | 0.9 | 0.4 | 0.36 | 0.46 | 0.32 | 0.17 | 0.064 | 0.022 | 0.18 |
| Cambridge | 295 | -18 | -20 | 29 | 23 | 4100 | 25 | 113 | 800 | 0.91 | 890 | 160 | 1.6 | 0.4 | 0.28 | 0.36 | 0.18 | 0.10 | 0.060 | 0.019 | 0.073 |
| Campbellford | 150 | -23 | -26 | 30 | 23 | 4280 | 25 | 97 | 730 | 0.85 | 850 | 160 | 1.7 | 0.4 | 0.32 | 0.41 | 0.23 | 0.15 | 0.085 | 0.027 | 0.084 |
| Cannington | 255 | -24 | -26 | 30 | 23 | 4310 | 25 | 108 | 740 | 0.85 | 950 | 120 | 2.2 | 0.4 | 0.28 | 0.36 | 0.17 | 0.12 | 0.070 | 0.023 | 0.048 |
| Carleton Place | 135 | -25 | -27 | 30 | 23 | 4600 | 25 | 97 | 730 | 0.84 | 850 | 160 | 2.5 | 0.4 | 0.32 | 0.41 | 0.49 | 0.25 | 0.12 | 0.039 | 0.23 |
| Cavan | 200 | -23 | -25 | 30 | 23 | 4400 | 25 | 97 | 740 | 0.86 | 850 | 140 | 2.0 | 0.4 | 0.34 | 0.44 | 0.19 | 0.13 | 0.076 | 0.024 | 0.061 |
| Centralia | 260 | -17 | -19 | 30 | 23 | 3800 | 25 | 103 | 820 | 0.95 | 1000 | 180 | 2.3 | 0.4 | 0.38 | 0.49 | 0.13 | 0.080 | 0.052 | 0.016 | 0.041 |
| Chapleau | 425 | -35 | -38 | 27 | 21 | 5900 | 20 | 97 | 530 | 0.72 | 850 | 80 | 4.0 | 0.4 | 0.23 | 0.30 | 0.095 | 0.057 | 0.037 | 0.013 | 0..036 |
| Chatham | 180 | -16 | -18 | 31 | 24 | 3470 | 28 | 103 | 800 | 0.86 | 850 | 180 | 1.0 | 0.4 | 0.33 | 0.43 | 0.16 | 0.092 | 0.050 | 0.015 | 0.088 |
| Chesley | 275 | -19 | -21 | 29 | 22 | 4320 | 28 | 103 | 810 | 0.94 | 1125 | 140 | 2.8 | 0.4 | 0.37 | 0.48 | 0.12 | 0.082 | 0.053 | 0.018 | 0.037 |
| Clinton | 280 | -17 | -19 | 29 | 23 | 4150 | 25 | 103 | 810 | 0.94 | 1000 | 160 | 2.6 | 0.4 | 0.38 | 0.49 | 0.12 | 0.078 | 0.050 | 0.016 | 0.038 |
| Coboconk | 270 | -25 | -27 | 30 | 23 | 4500 | 25 | 108 | 740 | 0.87 | 950 | 120 | 2.5 | 0.4 | 0.27 | 0.35 | 0.18 | 0.13 | 0.074 | 0.025 | 0.055 |
| Cobourg | 90 | -21 | -23 | 29 | 23 | 3980 | 23 | 94 | 760 | 0.90 | 825 | 160 | 1.2 | 0.4 | 0.38 | 0.49 | 0.22 | 0.14 | 0.079 | 0.025 | 0.096 |
| Cochrane | 245 | -34 | -36 | 29 | 21 | 6200 | 20 | 92 | 575 | 0.77 | 875 | 80 | 2.8 | 0.3 | 0.27 | 0.35 | 0.18 | 0.098 | 0.054 | 0.018 | 0.094 |
| Colborne | 105 | -21 | -23 | 29 | 23 | 3980 | 23 | 94 | 760 | 0.90 | 850 | 160 | 1.6 | 0.4 | 0.38 | 0.49 | 0.23 | 0.14 | 0.081 | 0.026 | 0.098 |
| Collingwood | 190 | -21 | -23 | 29 | 23 | 4180 | 28 | 97 | 720 | 0.87 | 950 | 160 | 2.7 | 0.4 | 0.30 | 0.39 | 0.13 | 0.097 | 0.060 | 0.020 | 0.040 |
| Cornwall | 35 | -23 | -25 | 30 | 23 | 4250 | 25 | 103 | 780 | 0.89 | 960 | 180 | 2.2 | 0.4 | 0.32 | 0.41 | 0.62 | 0.31 | 0.14 | 0.046 | 0.31 |
| Corunna | 185 | -16 | -18 | 31 | 24 | 3600 | 25 | 100 | 760 | 0.87 | 800 | 180 | 1.0 | 0.4 | 0.36 | 0.47 | 0.12 | 0.074 | 0.047 | 0.015 | 0.040 |
| Deep River | 145 | -29 | -32 | 30 | 22 | 4900 | 23 | 92 | 650 | 0.82 | 850 | 100 | 2.5 | 0.4 | 0.27 | 0.35 | 0.63 | 0.30 | 0.13 | 0.043 | 0.32 |
| Deseronto | 85 | -22 | -24 | 29 | 23 | 4070 | 23 | 92 | 760 | 0.89 | 900 | 160 | 1.9 | 0.4 | 0.33 | 0.43 | 0.27 | 0.17 | 0.092 | 0.029 | 0.11 |
| Dorchester | 260 | -18 | -20 | 30 | 24 | 3900 | 28 | 103 | 850 | 0.96 | 950 | 180 | 1.9 | 0.4 | 0.36 | 0.47 | 0.16 | 0.096 | 0.056 | 0.017 | 0.081 |
| Dorion | 200 | -33 | -35 | 28 | 21 | 5950 | 20 | 103 | 550 | 0.77 | 725 | 160 | 2.8 | 0.4 | 0.30 | 0.39 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Dresden | 185 | -16 | -18 | 31 | 24 | 3750 | 28 | 97 | 760 | 0.84 | 820 | 180 | 1.0 | 0.4 | 0.33 | 0.43 | 0.15 | 0.088 | 0,050 | 0.015 | 0.078 |
| Dryden | 370 | -34 | -36 | 28 | 22 | 5850 | 25 | 97 | 550 | 0.70 | 700 | 120 | 2.4 | 0.3 | 0.23 | 0.30 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Dundalk | 525 | -22 | -24 | 29 | 22 | 4700 | 28 | 108 | 750 | 0.89 | 1080 | 150 | 3.4 | 0.4 | 0.33 | 0.42 | 0.13 | 0.091 | 0.058 | 0.019 | 0.043 |
| Dunnville | 175 | -15 | -17 | 30 | 24 | 3660 | 23 | 108 | 830 | 0.95 | 950 | 160 | 2.0 | 0.4 | 0.36 | 0.46 | 0.31 | 0.16 | 0.063 | 0.021 | 0.17 |
| Durham | 340 | -20 | -22 | 29 | 22 | 4340 | 28 | 103 | 815 | 0.94 | 1025 | 140 | 2.8 | 0.4 | 0.34 | 0.44 | 0.12 | 0.085 | 0.055 | 0.018 | 0.040 |
| Dutton | 225 | -16 | -18 | 31 | 24 | 3700 | 28 | 92 | 850 | 0.96 | 925 | 180 | 1.3 | 0.4 | 0.36 | 0.47 | 0.16 | 0.096 | 0.054 | 0.017 | 0.087 |
| Earlton | 245 | -33 | -36 | 29 | 22 | 5730 | 23 | 92 | 560 | 0.75 | 820 | 120 | 2.6 | 0.4 | 0.35 | 0.45 | 0.24 | 0.14 | 0.075 | 0.024 | 0.11 |
| Edison | 365 | -34 | -36 | 28 | 22 | 5740 | 25 | 108 | 510 | 0.65 | 680 | 120 | 2.4 | 0.3 | 0.24 | 0.31 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Elliot Lake | 380 | -26 | -28 | 29 | 21 | 4950 | 23 | 108 | 630 | 0.83 | 950 | 160 | 2.9 | 0.4 | 0.29 | 0.38 | 0.095 | 0.065 | 0.043 | 0.015 | 0.036 |
| Elmvale | 220 | -24 | -26 | 29 | 23 | 4200 | 28 | 97 | 720 | 0.87 | 950 | 140 | 2.6 | 0.4 | 0.28 | 0.36 | 0.14 | 0.10 | 0.064 | 0.021 | 0.040 |
| Embro | 310 | -19 | -21 | 30 | 23 | 3950 | 28 | 113 | 830 | 0.94 | 950 | 160 | 2.0 | 0.4 | 0.37 | 0.48 | 0.15 | 0.094 | 0.056 | 0.018 | 0.072 |
| Englehart | 205 | -33 | -36 | 29 | 22 | 5800 | 23 | 92 | 600 | 0.78 | 880 | 100 | 2.5 | 0.4 | 0.32 | 0.41 | 0.23 | 0.13 | 0.074 | 0.024 | 0.11 |
| Espanola | 220 | -25 | -27 | 29 | 21 | 4920 | 23 | 108 | 650 | 0.83 | 840 | 160 | 2.3 | 0.4 | 0.33 | 0.42 | 0.10 | 0.080 | 0.050 | 0.018 | 0.036 |
| Exeter | 265 | -17 | -19 | 30 | 23 | 3900 | 25 | 113 | 810 | 0.94 | 975 | 180 | 2.4 | 0.4 | 0.38 | 0.49 | 0.13 | 0.080 | 0.051 | 0.016 | 0.040 |
| Fenelon Falls | 260 | -25 | -27 | 30 | 23 | 4440 | 25 | 108 | 730 | 0.86 | 950 | 120 | 2.3 | 0.4 | 0.28 | 0.36 | 0.18 | 0.13 | 0.074 | 0.024 | 0.054 |
| Fergus | 400 | -20 | -22 | 29 | 23 | 4300 | 28 | 108 | 760 | 0.87 | 925 | 160 | 2.2 | 0.4 | 0.28 | 0.36 | 0.16 | 0.095 | 0.058 | 0.019 | 0.052 |
| Forest | 215 | -16 | -18 | 31 | 23 | 3740 | 25 | 103 | 810 | 0.95 | 875 | 160 | 2.0 | 0.4 | 0.37 | 0.48 | 0.12 | 0.076 | 0.049 | 0.015 | 0.038 |
| Fort Erie | 180 | -15 | -17 | 30 | 24 | 3650 | 23 | 108 | 860 | 0.98 | 1020 | 160 | 2.6 | 0.4 | 0.36 | 0.46 | 0.33 | 0.18 | 0.067 | 0.022 | 0.20 |
| Fort Erie (Ridgeway) | 190 | -15 | -17 | 30 | 24 | 3600 | 25 | 108 | 860 | 0.98 | 1000 | 160 | 2.5 | 0.4 | 0.36 | 0.46 | 0.33 | 0.18 | 0.066 | 0.022 | 0.19 |
| Fort Frances | 340 | -33 | -35 | 29 | 22 | 5440 | 25 | 108 | 570 | 0.71 | 725 | 120 | 2.3 | 0.3 | 0.24 | 0.31 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Gananoque | 80 | -22 | -24 | 28 | 23 | 4010 | 23 | 103 | 760 | 0.91 | 900 | 180 | 2.1 | 0.4 | 0.36 | 0.47 | 0.30 | 0.19 | 0.10 | 0.032 | 0.12 |
| Geraldton | 345 | -36 | -39 | 28 | 21 | 6450 | 20 | 86 | 550 | 0.77 | 725 | 100 | 2.9 | 0.4 | 0.23 | 0.30 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Glencoe | 215 | -16 | -18 | 31 | 24 | 3680 | 28 | 103 | 800 | 0.91 | 925 | 180 | 1.5 | 0.4 | 0.33 | 0.43 | 0.16 | 0.092 | 0.053 | 0.016 | 0.080 |
| Goderich | 185 | -16 | -18 | 29 | 23 | 4000 | 25 | 92 | 810 | 0.95 | 950 | 180 | 2.4 | 0.4 | 0.43 | 0.55 | 0.11 | 0.075 | 0.049 | 0.016 | 0.036 |
| Gore Bay | 205 | -24 | -26 | 28 | 22 | 4700 | 23 | 92 | 640 | 0.84 | 860 | 160 | 2.6 | 0.4 | 0.34 | 0.44 | 0.095 | 0.067 | 0.044 | 0.015 | 0.036 |
| Graham | 495 | -35 | -37 | 29 | 22 | 5940 | 23 | 97 | 570 | 0.75 | 750 | 140 | 2.6 | 0.3 | 0.23 | 0.30 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Gravenhurst (Muskoka Airport) | 255 | -26 | -28 | 29 | 23 | 4760 | 25 | 103 | 790 | 0.92 | 1050 | 120 | 2.7 | 0.4 | 0.28 | 0.36 | 0.17 | 0.12 | 0.070 | 0.024 | 0.052 |
| Grimsby | 85 | -16 | -18 | 30 | 23 | 3520 | 23 | 108 | 760 | 0.90 | 875 | 160 | 0.9 | 0.4 | 0.36 | 0.46 | 0.34 | 0.18 | 0.068 | 0.022 | 0.20 |
| Guelph | 340 | -19 | -21 | 29 | 23 | 4270 | 28 | 103 | 770 | 0.88 | 875 | 140 | 1.9 | 0.4 | 0.28 | 0.36 | 0.17 | 0.10 | 0.059 | 0.019 | 0.067 |
| Guthrie | 280 | -24 | -26 | 29 | 23 | 4300 | 28 | 103 | 700 | 0.83 | 950 | 120 | 2.5 | 0.4 | 0.28 | 0.36 | 0.15 | 0.11 | 0.066 | 0.022 | 0.043 |
| Haileybury | 210 | -32 | -35 | 30 | 22 | 5600 | 23 | 92 | 590 | 0.77 | 820 | 120 | 2.4 | 0.4 | 0.34 | 0.44 | 0.25 | 0.15 | 0.079 | 0.026 | 0.12 |
| Haldimand (Caledonia) | 190 | -18 | -20 | 30 | 23 | 3750 | 23 | 108 | 810 | 0.93 | 875 | 160 | 1.2 | 0.4 | 0.34 | 0.44 | 0.31 | 0.16 | 0.063 | 0.022 | 0.17 |
| Haldimand (Hagersville) | 215 | -17 | -19 | 30 | 23 | 3760 | 25 | 97 | 840 | 0.95 | 875 | 160 | 1.3 | 0.4 | 0.36 | 0.46 | 0.25 | 0.14 | 0.062 | 0.019 | 0.14 |
| Haliburton | 335 | -27 | -29 | 29 | 23 | 4840 | 25 | 92 | 780 | 0.90 | 980 | 100 | 2.9 | 0.4 | 0.27 | 0.35 | 0.22 | 0.15 | 0.081 | 0.027 | 0.074 |
| Halton Hills (Georgetown) | 255 | -19 | -21 | 30 | 23 | 4200 | 28 | 119 | 750 | 0.84 | 850 | 140 | 1.4 | 0.4 | 0.29 | 0.37 | 0.20 | 0.12 | 0.062 | 0.020 | 0.11 |
| Hamilton | 90 | -17 | -19 | 31 | 23 | 3460 | 23 | 108 | 810 | 0.90 | 875 | 160 | 0.9 | 0.4 | 0.36 | 0.46 | 0.32 | 0.17 | 0.064 | 0.022 | 0.18 |
| Hanover | 270 | -19 | -21 | 29 | 22 | 4300 | 28 | 103 | 790 | 0.92 | 1050 | 140 | 2.6 | 0.4 | 0.37 | 0.48 | 0.12 | 0.082 | 0.053 | 0.018 | 0.039 |
| Hastings | 200 | -24 | -26 | 30 | 23 | 4280 | 25 | 92 | 730 | 0.85 | 840 | 140 | 2.0 | 0.4 | 0.32 | 0.41 | 0.22 | 0.14 | 0.083 | 0.027 | 0.074 |
| Hawkesbury | 50 | -25 | -27 | 30 | 23 | 4610 | 23 | 103 | 800 | 0.91 | 925 | 160 | 2.3 | 0.4 | 0.32 | 0.41 | 0.57 | 0.29 | 0.13 | 0.044 | 0.30 |
| Hearst | 245 | -35 | -37 | 29 | 21 | 6450 | 20 | 86 | 520 | 0.74 | 825 | 80 | 2.8 | 0.3 | 0.23 | 0.30 | 0.095 | 0.057 | 0.033 | 0.012 | 0.036 |
| Honey Harbour | 180 | -24 | -26 | 29 | 23 | 4300 | 25 | 97 | 710 | 0.87 | 1050 | 160 | 2.7 | 0.4 | 0.30 | 0.39 | 0.15 | 0.11 | 0.065 | 0.022 | 0.044 |
| Hornepayne | 360 | -37 | -40 | 28 | 21 | 6340 | 20 | 93 | 420 | 0.68 | 750 | 80 | 3.6 | 0.4 | 0.23 | 0.30 | 0.095 | 0.057 | 0.027 | 0.010 | 0.036 |
| Huntsville | 335 | -26 | -29 | 29 | 22 | 4850 | 25 | 103 | 800 | 0.93 | 1000 | 120 | 2.9 | 0.4 | 0.27 | 0.35 | 0.20 | 0.14 | 0.075 | 0.026 | 0.068 |
| Ingersoll | 280 | -18 | -20 | 30 | 23 | 3920 | 28 | 108 | 840 | 0.95 | 950 | 180 | 1.7 | 0.4 | 0.37 | 0.48 | 0.16 | 0.097 | 0.057 | 0.018 | 0.082 |
| Iroquois Falls | 275 | -33 | -36 | 29 | 21 | 6100 | 20 | 86 | 575 | 0.77 | 825 | 100 | 2.9 | 0.3 | 0.29 | 0.37 | 0.19 | 0.10 | 0.059 | 0.020 | 0.096 |
| Jellicoe | 330 | -36 | -39 | 28 | 21 | 6400 | 20 | 86 | 550 | 0.76 | 750 | 100 | 2.7 | 0.4 | 0.23 | 0.30 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Kapuskasing | 245 | -34 | -36 | 29 | 21 | 6250 | 20 | 86 | 550 | 0.76 | 825 | 100 | 2.8 | 0.3 | 0.24 | 0.31 | 0.11 | 0.068 | 0.042 | 0.014 | 0.045 |
| Kemptville | 90 | -25 | -27 | 30 | 23 | 4540 | 25 | 92 | 750 | 0.86 | 925 | 160 | 2.3 | 0.4 | 0.32 | 0.41 | 0.56 | 0.28 | 0.13 | 0.042 | 0.28 |
| Kenora | 370 | -33 | -35 | 28 | 22 | 5630 | 25 | 113 | 515 | 0.64 | 630 | 120 | 2.3 | 0.3 | 0.24 | 0.31 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Killaloe | 185 | -28 | -31 | 30 | 22 | 4960 | 23 | 86 | 680 | 0.83 | 825 | 120 | 2.7 | 0.4 | 0.27 | 0.35 | 0.44 | 0.23 | 0.11 | 0.036 | 0.21 |
| Kincardine | 190 | -17 | -19 | 28 | 22 | 3890 | 25 | 92 | 800 | 0.95 | 950 | 180 | 2.6 | 0.4 | 0.43 | 0.55 | 0.11 | 0.075 | 0.049 | 0.016 | 0.036 |
| Kingston | 80 | -22 | -24 | 28 | 23 | 4000 | 23 | 108 | 780 | 0.96 | 950 | 180 | 2.1 | 0.4 | 0.36 | 0.47 | 0.29 | 0.18 | 0.099 | 0.031 | 0.12 |
| Kinmount | 295 | -26 | -28 | 29 | 23 | 4600 | 25 | 108 | 750 | 0.88 | 950 | 120 | 2.7 | 0.4 | 0.27 | 0.35 | 0.20 | 0.14 | 0.077 | 0.026 | 0.062 |
| Kirkland Lake | 325 | -33 | -36 | 29 | 22 | 6000 | 23 | 92 | 600 | 0.78 | 875 | 100 | 2.9 | 0.3 | 0.30 | 0.39 | 0.22 | 0.12 | 0.069 | 0.022 | 0.10 |
| Kitchener | 335 | -19 | -21 | 29 | 23 | 4200 | 28 | 119 | 780 | 0.89 | 925 | 140 | 2.0 | 0.4 | 0.29 | 0.37 | 0.16 | 0.095 | 0.058 | 0.018 | 0.054 |
| Lakefield | 240 | -24 | -26 | 30 | 23 | 4330 | 25 | 92 | 720 | 0.85 | 850 | 140 | 2.2 | 0.4 | 0.29 | 0.38 | 0.20 | 0.14 | 0.079 | 0.026 | 0.062 |
| Lansdowne House | 240 | -38 | -40 | 28 | 21 | 7150 | 23 | 92 | 500 | 0.78 | 680 | 140 | 2.9 | 0.2 | 0.25 | 0.32 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Leamington | 190 | -15 | -17 | 31 | 24 | 3400 | 28 | 113 | 800 | 0.91 | 875 | 180 | 0.8 | 0.4 | 0.36 | 0.47 | 0.17 | 0.092 | 0.047 | 0.015 | 0.091 |
| Lindsay | 265 | -24 | -26 | 30 | 23 | 4320 | 25 | 103 | 720 | 0.84 | 850 | 140 | 2.3 | 0.4 | 0.29 | 0.38 | 0.18 | 0.12 | 0.074 | 0.024 | 0.053 |
| Lion's Head | 185 | -19 | -21 | 27 | 22 | 4300 | 25 | 103 | 700 | 0.89 | 950 | 180 | 2.7 | 0.4 | 0.37 | 0.48 | 0.11 | 0.082 | 0.053 | 0.018 | 0.036 |
| Listowel | 380 | -19 | -21 | 29 | 23 | 4300 | 28 | 119 | 800 | 0.93 | 1000 | 160 | 2.6 | 0.4 | 0.36 | 0.47 | 0.13 | 0.085 | 0.054 | 0.018 | 0.043 |
| London | 245 | -18 | -20 | 30 | 24 | 3900 | 28 | 103 | 825 | 0.94 | 975 | 180 | 1.9 | 0.4 | 0.36 | 0.47 | 0.15 | 0.093 | 0.055 | 0.017 | 0.076 |
| Lucan | 300 | -17 | -19 | 30 | 23 | 3900 | 25 | 113 | 810 | 0.94 | 1000 | 180 | 2.3 | 0.4 | 0.39 | 0.50 | 0.13 | 0.083 | 0.052 | 0.017 | 0.046 |
| Maitland | 85 | -23 | -25 | 29 | 23 | 4080 | 25 | 103 | 770 | 0.89 | 975 | 180 | 2.2 | 0.4 | 0.34 | 0.44 | 0.37 | 0.22 | 0.12 | 0.036 | 0.15 |
| Markdale | 425 | -20 | -22 | 29 | 22 | 4500 | 28 | 103 | 820 | 0.94 | 1050 | 160 | 3.4 | 0.4 | 0.32 | 0.41 | 0.12 | 0.088 | 0.056 | 0.019 | 0.040 |
| Markham | 175 | -21 | -23 | 31 | 24 | 4000 | 25 | 86 | 720 | 0.81 | 825 | 140 | 1.3 | 0.4 | 0.34 | 0.44 | 0.18 | 0.11 | 0.067 | 0.022 | 0.061 |
| Martin | 485 | -35 | -37 | 29 | 22 | 5900 | 25 | 103 | 560 | 0.75 | 750 | 120 | 2.6 | 0.3 | 0.23 | 0.30 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Matheson | 265 | -33 | -36 | 29 | 21 | 6080 | 20 | 86 | 580 | 0.77 | 825 | 100 | 2.8 | 0.3 | 0.30 | 0.39 | 0.20 | 0.11 | 0.063 | 0.020 | 0.098 |
| Mattawa | 165 | -29 | -31 | 30 | 22 | 5050 | 23 | 86 | 700 | 0.86 | 875 | 100 | 2.1 | 0.4 | 0.25 | 0.32 | 0.46 | 0.23 | 0.10 | 0.035 | 0.24 |
| Midland | 190 | -24 | -26 | 29 | 23 | 4200 | 25 | 97 | 740 | 0.88 | 1060 | 160 | 2.7 | 0.4 | 0.30 | 0.39 | 0.15 | 0.11 | 0.064 | 0.022 | 0.042 |
| Milton | 200 | -18 | -20 | 30 | 23 | 3920 | 25 | 125 | 750 | 0.85 | 850 | 160 | 1.3 | 0.4 | 0.33 | 0.43 | 0.26 | 0.14 | 0.063 | 0.020 | 0.14 |
| Milverton | 370 | -19 | -21 | 29 | 23 | 4200 | 28 | 108 | 800 | 0.93 | 1050 | 160 | 2.4 | 0.4 | 0.33 | 0.43 | 0.14 | 0.086 | 0.054 | 0.018 | 0.044 |
| Minden | 270 | -27 | -29 | 29 | 23 | 4640 | 25 | 97 | 780 | 0.90 | 1010 | 100 | 2.7 | 0.4 | 0.27 | 0.35 | 0.20 | 0.14 | 0.078 | 0.026 | 0.065 |
| Mississauga | 160 | -18 | -20 | 30 | 23 | 3880 | 25 | 113 | 720 | 0.85 | 800 | 160 | 1.1 | 0.4 | 0.34 | 0.44 | 0.26 | 0.15 | 0.065 | 0.020 | 0.14 |
| Mississauga (Lester B. Pearson Int'l Airport) | 170 | -20 | -22 | 31 | 24 | 3890 | 26 | 108 | 685 | 0.81 | 790 | 160 | 1.1 | 0.4 | 0.34 | 0.44 | 0.21 | 0.12 | 0.065 | 0.021 | 0.12 |
| Mississauga (Port Credit) |
75 | -18 | -20 | 29 | 23 | 3780 | 25 | 108 | 720 | 0.87 | 800 | 160 | 0.9 | 0.4 | 0.37 | 0.48 | 0.28 | 0.15 | 0.065 | 0.021 | 0.15 |
| Mitchell | 335 | -18 | -20 | 29 | 23 | 4100 | 28 | 113 | 810 | 0.94 | 1050 | 160 | 2.4 | 0.4 | 0.37 | 0.48 | 0.13 | 0.083 | 0.053 | 0.017 | 0.042 |
| Moosonee | 10 | -36 | -38 | 28 | 22 | 6800 | 18 | 81 | 500 | 0.84 | 700 | 160 | 2.2 | 0.3 | 0.27 | 0.35 | 0.13 | 0.068 | 0.040 | 0.014 | 0.057 |
| Morrisburg | 75 | -23 | -25 | 30 | 23 | 4370 | 25 | 103 | 800 | 0.91 | 950 | 180 | 2.3 | 0.4 | 0.32 | 0.41 | 0.60 | 0.30 | 0.14 | 0.044 | 0.31 |
| Mount Forest | 420 | -21 | -24 | 28 | 22 | 4700 | 28 | 103 | 740 | 0.87 | 940 | 140 | 2.7 | 0.4 | 0.32 | 0.41 | 0.13 | 0.087 | 0.055 | 0.018 | 0.043 |
| Nakina | 325 | -36 | -38 | 28 | 21 | 6500 | 20 | 86 | 540 | 0.76 | 750 | 100 | 2.8 | 0.4 | 0.23 | 0.30 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Nanticoke (Jarvis) | 205 | -17 | -18 | 30 | 23 | 3700 | 28 | 108 | 840 | 0.95 | 900 | 160 | 1.4 | 0.4 | 0.37 | 0.48 | 0.22 | 0.12 | 0.062 | 0.019 | 0.12 |
| Nanticoke (Port Dover) | 180 | -15 | -17 | 30 | 24 | 3600 | 25 | 108 | 860 | 0.98 | 950 | 140 | 1.2 | 0.4 | 0.37 | 0.48 | 0.19 | 0.11 | 0.060 | 0.018 | 0.093 |
| Napanee | 90 | -22 | -24 | 29 | 23 | 4140 | 23 | 92 | 770 | 0.90 | 900 | 160 | 1.9 | 0.4 | 0.33 | 0.43 | 0.28 | 0.17 | 0.094 | 0.030 | 0.11 |
| New Liskeard | 180 | -32 | -35 | 30 | 22 | 5570 | 23 | 92 | 570 | 0.75 | 810 | 100 | 2.3 | 0.4 | 0.33 | 0.43 | 0.24 | 0.14 | 0.078 | 0.025 | 0.12 |
| Newcastle | 115 | -20 | -22 | 30 | 23 | 3990 | 23 | 86 | 760 | 0.90 | 830 | 160 | 1.5 | 0.4 | 0.37 | 0.48 | 0.20 | 0.13 | 0.074 | 0.024 | 0.081 |
| Newcastle (Bowmanville) | 95 | -20 | -22 | 30 | 23 | 4000 | 23 | 86 | 760 | 0.90 | 830 | 160 | 1.4 | 0.4 | 0.37 | 0.48 | 0.20 | 0.13 | 0.073 | 0.023 | 0.078 |
| Newmarket | 185 | -22 | -24 | 30 | 23 | 4260 | 28 | 108 | 700 | 0.81 | 800 | 140 | 2.0 | 0.4 | 0.29 | 0.38 | 0.16 | 0.11 | 0.065 | 0.021 | 0.051 |
| Niagara Falls | 210 | -16 | -18 | 30 | 23 | 3600 | 23 | 96 | 810 | 0.94 | 950 | 160 | 2.0 | 0.4 | 0.33 | 0.43 | 0.34 | 0.19 | 0.070 | 0.023 | 0.20 |
| North Bay | 210 | -28 | -30 | 28 | 22 | 5150 | 25 | 95 | 775 | 0.93 | 975 | 120 | 2.2 | 0.4 | 0.27 | 0.34 | 0.25 | 0.15 | 0.079 | 0.027 | 0.11 |
| Norwood | 225 | -24 | -26 | 30 | 23 | 4320 | 25 | 92 | 720 | 0.84 | 850 | 120 | 2.1 | 0.4 | 0.32 | 0.41 | 0.21 | 0.14 | 0.083 | 0.027 | 0.070 |
| Oakville | 90 | -18 | -20 | 30 | 23 | 3760 | 23 | 97 | 750 | 0.90 | 850 | 160 | 0.9 | 0.4 | 0.36 | 0.47 | 0.32 | 0.17 | 0.065 | 0.022 | 0.18 |
| Orangeville | 430 | -21 | -23 | 29 | 23 | 4450 | 28 | 108 | 730 | 0.84 | 875 | 140 | 2.3 | 0.4 | 0.28 | 0.36 | 0.15 | 0.097 | 0.060 | 0.020 | 0.051 |
| Orillia | 230 | -25 | -27 | 29 | 23 | 4260 | 25 | 103 | 740 | 0.88 | 1000 | 120 | 2.4 | 0.4 | 0.28 | 0.36 | 0.16 | 0.11 | 0.068 | 0.023 | 0.046 |
| Oshawa | 110 | -19 | -21 | 30 | 23 | 3860 | 23 | 86 | 760 | 0.90 | 875 | 160 | 1.4 | 0.4 | 0.37 | 0.48 | 0.19 | 0.12 | 0.072 | 0.023 | 0.074 |
| Ottawa (Metropolitan) | |||||||||||||||||||||
| Ottawa (City Hall) | 70 | -25 | -27 | 30 | 23 | 4440 | 23 | 86 | 750 | 0.84 | 900 | 160 | 2.4 | 0.4 | 0.32 | 0.41 | 0.64 | 0.31 | 0.14 | 0.046 | 0.32 |
| Ottawa (Barrhaven) | 98 | -25 | -27 | 30 | 23 | 4500 | 25 | 92 | 750 | 0.84 | 900 | 160 | 2.4 | 0.4 | 0.32 | 0.41 | 0.63 | 0.30 | 0.14 | 0.045 | 0.32 |
| Ottawa (Kanata) | 98 | -25 | -27 | 30 | 23 | 4520 | 25 | 92 | 730 | 0.84 | 900 | 160 | 2.5 | 0.4 | 0.32 | 0.41 | 0.62 | 0.30 | 0.13 | 0.045 | 0.32 |
| Ottawa (M-C Int'l Airport) | 125 | -25 | -27 | 30 | 23 | 4500 | 24 | 89 | 750 | 0.84 | 900 | 160 | 2.4 | 0.4 | 0.32 | 0.41 | 0.63 | 0.31 | 0.14 | 0.046 | 0.32 |
| Ottawa (Orleans) | 70 | -26 | -28 | 30 | 23 | 4500 | 23 | 91 | 750 | 0.84 | 900 | 160 | 2.4 | 0.4 | 0.32 | 0.41 | 0.63 | 0.31 | 0.14 | 0.046 | 0.32 |
| Owen Sound | 215 | -19 | -21 | 29 | 22 | 4030 | 28 | 113 | 760 | 0.90 | 1075 | 160 | 2.8 | 0.4 | 0.37 | 0.48 | 0.12 | 0.085 | 0.055 | 0.018 | 0.036 |
| Pagwa River | 185 | -35 | -37 | 28 | 21 | 6500 | 20 | 86 | 540 | 0.76 | 825 | 80 | 2.4 | 0.4 | 0.23 | 0.30 | 0.095 | 0.057 | 0.026 | 0.009 | 0.036 |
| Paris | 245 | -18 | -20 | 30 | 23 | 4000 | 23 | 96 | 790 | 0.90 | 925 | 160 | 1.4 | 0.4 | 0.33 | 0.42 | 0.18 | 0.10 | 0.060 | 0.019 | 0.084 |
| Parkhill | 205 | -16 | -18 | 31 | 23 | 3800 | 25 | 103 | 800 | 0.93 | 925 | 180 | 2.1 | 0.4 | 0.39 | 0.50 | 0.12 | 0.079 | 0.051 | 0.016 | 0.041 |
| Parry Sound | 215 | -24 | -26 | 28 | 22 | 4640 | 23 | 97 | 820 | 0.95 | 1050 | 160 | 2.8 | 0.4 | 0.30 | 0.39 | 0.16 | 0.11 | 0.065 | 0.022 | 0.050 |
| Pelham (Fonthill) | 230 | -15 | -17 | 30 | 23 | 3690 | 23 | 96 | 820 | 0.94 | 950 | 160 | 2.3 | 0.4 | 0.33 | 0.42 | 0.34 | 0.19 | 0.068 | 0.022 | 0.20 |
| Pembroke | 125 | -28 | -31 | 30 | 23 | 4980 | 23 | 105 | 640 | 0.80 | 825 | 100 | 2.5 | 0.4 | 0.27 | 0.35 | 0.63 | 0.30 | 0.13 | 0.044 | 0.32 |
| Penetanguishene | 220 | -24 | -26 | 29 | 23 | 4200 | 25 | 97 | 720 | 0.87 | 1050 | 160 | 2.8 | 0.4 | 0.30 | 0.39 | 0.14 | 0.11 | 0.064 | 0.022 | 0.041 |
| Perth | 130 | -25 | -27 | 30 | 23 | 4540 | 25 | 92 | 730 | 0.84 | 900 | 140 | 2.3 | 0.4 | 0.32 | 0.41 | 0.36 | 0.21 | 0.11 | 0.036 | 0.14 |
| Petawawa | 135 | -29 | -31 | 30 | 23 | 4980 | 23 | 92 | 640 | 0.80 | 825 | 100 | 2.6 | 0.4 | 0.27 | 0.35 | 0.63 | 0.30 | 0.13 | 0.043 | 0.32 |
| Peterborough | 200 | -23 | -25 | 30 | 23 | 4400 | 25 | 92 | 710 | 0.83 | 840 | 140 | 2.0 | 0.4 | 0.32 | 0.41 | 0.19 | 0.13 | 0.078 | 0.025 | 0.062 |
| Petrolia | 195 | -16 | -18 | 31 | 24 | 3640 | 25 | 108 | 810 | 0.89 | 920 | 180 | 1.3 | 0.4 | 0.36 | 0.47 | 0.13 | 0.079 | 0.049 | 0.015 | 0.048 |
| Pickering (Dunbarton) | 85 | -19 | -21 | 30 | 23 | 3800 | 23 | 92 | 730 | 0.88 | 825 | 140 | 1.0 | 0.4 | 0.37 | 0.48 | 0.18 | 0.12 | 0.069 | 0.022 | 0.078 |
| Picton | 95 | -21 | -23 | 29 | 23 | 3980 | 23 | 92 | 770 | 0.91 | 940 | 160 | 2.0 | 0.4 | 0.38 | 0.49 | 0.26 | 0.16 | 0.088 | 0.028 | 0.11 |
| Plattsville | 300 | -19 | -21 | 29 | 23 | 4150 | 28 | 103 | 820 | 0.93 | 950 | 140 | 1.9 | 0.4 | 0.33 | 0.42 | 0.15 | 0.096 | 0.058 | 0.018 | 0.069 |
| Point Alexander | 150 | -29 | -32 | 30 | 22 | 4960 | 23 | 92 | 650 | 0.82 | 850 | 100 | 2.5 | 0.4 | 0.27 | 0.35 | 0.63 | 0.30 | 0.13 | 0.043 | 0.32 |
| Port Burwell | 195 | -15 | -17 | 30 | 24 | 3800 | 25 | 92 | 930 | 1.05 | 1000 | 180 | 1.2 | 0.4 | 0.36 | 0.47 | 0.17 | 0.099 | 0.058 | 0.018 | 0.092 |
| Port Colborne | 180 | -15 | -17 | 30 | 24 | 3600 | 23 | 108 | 850 | 0.97 | 1000 | 160 | 2.3 | 0.4 | 0.36 | 0.46 | 0.33 | 0.18 | 0.066 | 0.022 | 0.19 |
| Port Elgin | 205 | -17 | -19 | 28 | 22 | 4100 | 25 | 92 | 790 | 0.94 | 850 | 180 | 2.8 | 0.4 | 0.43 | 0.55 | 0.11 | 0.078 | 0.051 | 0.017 | 0.036 |
| Port Hope | 100 | -21 | -23 | 29 | 23 | 3970 | 23 | 94 | 760 | 0.90 | 825 | 180 | 1.2 | 0.4 | 0.37 | 0.48 | 0.21 | 0.13 | 0.077 | 0.024 | 0.094 |
| Port Perry | 270 | -22 | -24 | 30 | 23 | 4260 | 25 | 97 | 720 | 0.84 | 850 | 140 | 2.4 | 0.4 | 0.34 | 0.44 | 0.17 | 0.12 | 0.070 | 0.023 | 0.053 |
| Port Stanley | 180 | -15 | -17 | 31 | 24 | 3850 | 25 | 92 | 940 | 1.05 | 975 | 180 | 1.2 | 0.4 | 0.36 | 0.47 | 0.17 | 0.099 | 0.055 | 0.017 | 0.090 |
| Prescott | 90 | -23 | -25 | 29 | 23 | 4120 | 25 | 103 | 770 | 0.88 | 975 | 180 | 2.2 | 0.4 | 0.34 | 0.44 | 0.42 | 0.24 | 0.12 | 0.038 | 0.018 |
| Princeton | 280 | -18 | -20 | 30 | 23 | 4000 | 25 | 97 | 810 | 0.92 | 925 | 160 | 1.5 | 0.4 | 0.33 | 0.42 | 0.16 | 0.10 | 0.059 | 0.018 | 0.082 |
| Raith | 475 | -34 | -37 | 28 | 22 | 5900 | 23 | 97 | 570 | 0.75 | 750 | 120 | 2.7 | 0.4 | 0.23 | 0.30 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Rayside-Balfour (Chelmsford) | 270 | -28 | -30 | 29 | 21 | 5200 | 25 | 92 | 650 | 0.80 | 850 | 180 | 2.5 | 0.4 | 0.35 | 0.45 | 0.14 | 0.097 | 0.057 | 0.020 | 0.045 |
| Red Lake | 360 | -35 | -37 | 28 | 21 | 6220 | 20 | 92 | 470 | 0.69 | 630 | 120 | 2.4 | 0.3 | 0.23 | 0.30 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Renfrew | 115 | -27 | -30 | 30 | 23 | 4900 | 23 | 97 | 620 | 0.75 | 810 | 140 | 2.5 | 0.4 | 0.27 | 0.35 | 0.58 | 0.29 | 0.13 | 0.043 | 0.30 |
| Richmond Hill | 230 | -21 | -23 | 31 | 24 | 4000 | 25 | 97 | 740 | 0.83 | 850 | 140 | 1.5 | 0.4 | 0.34 | 0.44 | 0.18 | 0.11 | 0.065 | 0.021 | 0.063 |
| Rockland | 50 | -26 | -28 | 30 | 23 | 4600 | 23 | 92 | 780 | 0.89 | 950 | 160 | 2.4 | 0.4 | 0.31 | 0.40 | 0.60 | 0.30 | 0.14 | 0.045 | 0.31 |
| Sarnia | 190 | -16 | -18 | 31 | 24 | 3750 | 25 | 100 | 750 | 0.87 | 825 | 180 | 1.1 | 0.4 | 0.36 | 0.47 | 0.12 | 0.073 | 0.048 | 0.015 | 0.037 |
| Sault Ste. Marie | 190 | -25 | -28 | 29 | 22 | 4960 | 23 | 97 | 660 | 0.89 | 950 | 200 | 3.1 | 0.4 | 0.34 | 0.44 | 0.012 | 0.057 | 0.032 | 0.12 | 0.036 |
| Schreiber | 310 | -34 | -36 | 27 | 21 | 5960 | 20 | 103 | 600 | 0.82 | 850 | 160 | 3.3 | 0.4 | 0.30 | 0.39 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Seaforth | 310 | -17 | -19 | 30 | 23 | 4100 | 25 | 108 | 810 | 0.94 | 1025 | 160 | 2.5 | 0.4 | 0.37 | 0.48 | 0.12 | 0.080 | 0.051 | 0.017 | 0.040 |
| Shelburne | 495 | -22 | -24 | 29 | 23 | 4700 | 28 | 108 | 740 | 0.88 | 900 | 150 | 3.1 | 0.4 | 0.31 | 0.40 | 0.14 | 0.094 | 0.059 | 0.020 | 0.046 |
| Simcoe | 210 | -17 | -19 | 30 | 24 | 3700 | 28 | 113 | 860 | 0.97 | 950 | 160 | 1.3 | 0.4 | 0.35 | 0.45 | 0.18 | 0.10 | 0.060 | 0.018 | 0.093 |
| Sioux Lookout | 375 | -34 | -36 | 28 | 22 | 5950 | 25 | 97 | 520 | 0.69 | 710 | 100 | 2.4 | 0.3 | 0.23 | 0.30 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Smiths Falls | 130 | -25 | -27 | 30 | 23 | 4540 | 25 | 92 | 730 | 0.84 | 850 | 140 | 2.3 | 0.4 | 0.32 | 0.41 | 0.39 | 0.22 | 0.12 | 0.037 | 0.17 |
| Smithville | 185 | -16 | -18 | 30 | 23 | 3650 | 23 | 108 | 800 | 0.92 | 900 | 160 | 1.5 | 0.4 | 0.33 | 0.42 | 0.34 | 0.18 | 0.068 | 0.022 | 0.20 |
| Smooth Rock Falls | 235 | -34 | -36 | 29 | 21 | 6250 | 20 | 92 | 560 | 0.77 | 850 | 80 | 2.7 | 0.3 | 0.25 | 0.32 | 0.16 | 0.089 | 0.049 | 0.017 | 0.085 |
| South River | 355 | -27 | -29 | 29 | 22 | 5090 | 25 | 103 | 830 | 0.96 | 975 | 120 | 2.8 | 0.4 | 0.27 | 0.35 | 0.23 | 0.14 | 0.077 | 0.027 | 0.086 |
| Southampton | 180 | -17 | -19 | 28 | 22 | 4100 | 25 | 92 | 800 | 0.95 | 830 | 180 | 2.7 | 0.4 | 0.41 | 0.53 | 0.11 | 0.078 | 0.051 | 0.017 | 0.036 |
| St. Catharines | 105 | -16 | -18 | 30 | 23 | 3540 | 23 | 92 | 770 | 0.90 | 850 | 160 | 1.0 | 0.4 | 0.36 | 0.46 | 0.34 | 0.19 | 0.069 | 0.023 | 0.20 |
| St. Mary's | 310 | -18 | -20 | 30 | 23 | 4000 | 28 | 108 | 820 | 0.95 | 1025 | 160 | 2.2 | 0.4 | 0.36 | 0.47 | 0.14 | 0.086 | 0.054 | 0.017 | 0.049 |
| St. Thomas | 225 | -16 | -18 | 31 | 24 | 3780 | 25 | 103 | 900 | 0.99 | 975 | 180 | 1.4 | 0.4 | 0.36 | 0.47 | 0.16 | 0.096 | 0.056 | 0.017 | 0.088 |
| Stirling | 120 | -23 | -25 | 30 | 23 | 4220 | 25 | 97 | 740 | 0.86 | 850 | 120 | 1.7 | 0.4 | 0.31 | 0.40 | 0.25 | 0.16 | 0.088 | 0.028 | 0.096 |
| Stratford | 360 | -18 | -20 | 29 | 23 | 4050 | 28 | 113 | 820 | 0.95 | 1050 | 160 | 2.3 | 0.4 | 0.35 | 0.45 | 0.14 | 0.087 | 0.055 | 0.018 | 0.045 |
| Strathroy | 225 | -17 | -19 | 31 | 24 | 3780 | 25 | 103 | 770 | 0.88 | 950 | 180 | 1.9 | 0.4 | 0.36 | 0.47 | 0.14 | 0.086 | 0.052 | 0.016 | 0.064 |
| Sturgeon Falls | 205 | -28 | -30 | 29 | 21 | 5200 | 25 | 95 | 700 | 0.86 | 910 | 140 | 2.2 | 0.4 | 0.27 | 0.35 | 0.22 | 0.13 | 0.072 | 0.025 | 0.086 |
| Sudbury | 275 | -28 | -30 | 29 | 21 | 5180 | 25 | 97 | 650 | 0.79 | 875 | 200 | 2.5 | 0.4 | 0.36 | 0.46 | 0.15 | 0.10 | 0.059 | 0.020 | 0.051 |
| Sundridge | 340 | -27 | -29 | 29 | 22 | 5080 | 25 | 97 | 840 | 0.97 | 975 | 120 | 2.8 | 0.4 | 0.27 | 0.35 | 0.23 | 0.14 | 0.076 | 0.026 | 0.082 |
| Tavistock | 340 | -19 | -21 | 29 | 23 | 4100 | 28 | 113 | 820 | 0.95 | 1010 | 160 | 2.1 | 0.4 | 0.35 | 0.45 | 0.14 | 0.090 | 0.056 | 0.018 | 0.053 |
| Temagami | 300 | -30 | -33 | 30 | 22 | 5420 | 23 | 92 | 650 | 0.82 | 875 | 120 | 2.6 | 0.4 | 0.29 | 0.37 | 0.25 | 0.15 | 0.077 | 0.026 | 0.12 |
| Thamesford | 280 | -19 | -21 | 30 | 23 | 3950 | 28 | 108 | 820 | 0.93 | 975 | 160 | 1.9 | 0.4 | 0.37 | 0.48 | 0.16 | 0.095 | 0.056 | 0.018 | 0.076 |
| Thedford | 205 | -16 | -18 | 31 | 23 | 3710 | 25 | 103 | 810 | 0.95 | 900 | 180 | 2.1 | 0.4 | 0.39 | 0.50 | 0.12 | 0.077 | 0.050 | 0.016 | 0.038 |
| Thunder Bay | 210 | -31 | -33 | 29 | 21 | 5650 | 23 | 108 | 560 | 0.76 | 710 | 160 | 2.9 | 0.4 | 0.30 | 0.39 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Tillsonburg | 215 | -17 | -19 | 30 | 24 | 3840 | 25 | 103 | 880 | 0.98 | 980 | 160 | 1.3 | 0.4 | 0.34 | 0.44 | 0.17 | 0.10 | 0.058 | 0.018 | 0.091 |
| Timmins | 300 | -34 | -36 | 29 | 21 | 5940 | 20 | 108 | 560 | 0.75 | 875 | 100 | 3.1 | 0.3 | 0.27 | 0.35 | 0.14 | 0.090 | 0.054 | 0.018 | 0.056 |
| Timmins (Porcupine) | 295 | -34 | -36 | 29 | 21 | 6000 | 20 | 103 | 560 | 0.75 | 875 | 100 | 2.9 | 0.3 | 0.29 | 0.37 | 0.16 | 0.094 | 0.056 | 0.018 | 0.068 |
| Toronto Metropolitan Region | |||||||||||||||||||||
| Etobicoke | 160 | -20 | -22 | 31 | 24 | 3800 | 26 | 108 | 720 | 0.80 | 800 | 160 | 1.1 | 0.4 | 0.34 | 0.44 | 0.21 | 0.12 | 0.065 | 0.021 | 0.11 |
| North York | 175 | -20 | -22 | 31 | 24 | 3760 | 25 | 108 | 730 | 0.82 | 850 | 150 | 1.2 | 0.4 | 0.34 | 0.44 | 0.19 | 0.11 | 0.066 | 0.021 | 0.078 |
| Scarborough | 180 | -20 | -22 | 31 | 24 | 3800 | 25 | 92 | 730 | 0.87 | 825 | 160 | 1.2 | 0.4 | 0.36 | 0.47 | 0.19 | 0.11 | 0.068 | 0.022 | 0.076 |
| Toronto (City Hall) | 90 | -18 | -20 | 31 | 23 | 3520 | 25 | 97 | 720 | 0.86 | 820 | 160 | 0.9 | 0.4 | 0.34 | 0.44 | 0.22 | 0.13 | 0.067 | 0.021 | 0.12 |
| Trenton | 80 | -22 | -24 | 29 | 23 | 4110 | 23 | 97 | 760 | 0.89 | 850 | 160 | 1.6 | 0.4 | 0.36 | 0.47 | 0.24 | 0.15 | 0.085 | 0.027 | 0.099 |
| Trout Creek | 330 | -27 | -29 | 29 | 22 | 5100 | 25 | 103 | 780 | 0.92 | 975 | 120 | 2.7 | 0.4 | 0.27 | 0.35 | 0.24 | 0.15 | 0.078 | 0.027 | 0.095 |
| Uxbridge | 275 | -22 | -24 | 30 | 23 | 4240 | 25 | 103 | 700 | 0.82 | 850 | 140 | 2.4 | 0.4 | 0.33 | 0.42 | 0.16 | 0.11 | 0.069 | 0.022 | 0.049 |
| Vaughan (Woodbridge) | 165 | -20 | -22 | 31 | 24 | 4100 | 26 | 113 | 700 | 0.80 | 800 | 140 | 1.1 | 0.4 | 0.34 | 0.44 | 0.19 | 0.11 | 0.064 | 0.021 | 0.081 |
| Vittoria | 215 | -15 | -17 | 30 | 24 | 3680 | 25 | 113 | 880 | 0.99 | 950 | 160 | 1.3 | 0.4 | 0.36 | 0.47 | 0.18 | 0.10 | 0.060 | 0.018 | 0.093 |
| Walkerton | 275 | -18 | -20 | 30 | 22 | 4300 | 28 | 103 | 790 | 0.92 | 1025 | 160 | 2.7 | 0.4 | 0.39 | 0.50 | 0.12 | 0.081 | 0.052 | 0.018 | 0.038 |
| Wallaceburg | 180 | -16 | -18 | 31 | 24 | 3600 | 28 | 97 | 760 | 0.87 | 825 | 180 | 0.9 | 0.4 | 0.35 | 0.45 | 0.15 | 0.085 | 0.047 | 0.015 | 0.071 |
| Waterloo | 330 | -19 | -21 | 29 | 23 | 4200 | 28 | 119 | 780 | 0.89 | 925 | 160 | 2.0 | 0.4 | 0.29 | 0.37 | 0.15 | 0.094 | 0.058 | 0.018 | 0.052 |
| Watford | 240 | -17 | -19 | 31 | 24 | 3740 | 25 | 108 | 790 | 0.90 | 950 | 160 | 1.9 | 0.4 | 0.36 | 0.47 | 0.13 | 0.081 | 0.050 | 0.016 | 0.050 |
| Wawa | 290 | -34 | -36 | 26 | 21 | 5840 | 20 | 93 | 725 | 0.93 | 950 | 160 | 4.1 | 0.4 | 0.30 | 0.39 | 0.095 | 0.057 | 0.028 | 0.010 | 0.036 |
| Welland | 180 | -15 | -17 | 30 | 23 | 3670 | 23 | 103 | 840 | 0.96 | 975 | 160 | 2.2 | 0.4 | 0.33 | 0.43 | 0.34 | 0.18 | 0.068 | 0.022 | 0.20 |
| West Lorne | 215 | -16 | -18 | 31 | 24 | 3700 | 28 | 103 | 840 | 0.95 | 900 | 180 | 1.3 | 0.4 | 0.36 | 0.47 | 0.16 | 0.095 | 0.054 | 0.016 | 0.088 |
| Whitby | 85 | -20 | -22 | 30 | 23 | 3820 | 23 | 86 | 760 | 0.90 | 850 | 160 | 1.2 | 0.4 | 0.37 | 0.48 | 0.19 | 0.12 | 0.071 | 0.022 | 0.075 |
| Whitby (Brooklin) | 160 | -20 | -22 | 30 | 23 | 4010 | 23 | 86 | 770 | 0.91 | 850 | 140 | 1.9 | 0.4 | 0.35 | 0.45 | 0.18 | 0.12 | 0.070 | 0.023 | 0.066 |
| White River | 375 | -39 | -42 | 28 | 21 | 6150 | 20 | 92 | 575 | 0.80 | 825 | 100 | 4.5 | 0.4 | 0.23 | 0.30 | 0.095 | 0.057 | 0.026 | 0.009 | 0.036 |
| Wiarton | 185 | -19 | -21 | 29 | 22 | 4300 | 25 | 103 | 740 | 0.91 | 1000 | 180 | 2.7 | 0.4 | 0.37 | 0.48 | 0.11 | 0.083 | 0.053 | 0.018 | 0.036 |
| Windsor | 185 | -16 | -18 | 32 | 24 | 3400 | 28 | 103 | 800 | 0.85 | 900 | 180 | 0.8 | 0.4 | 0.36 | 0.47 | 0.15 | 0.085 | 0.045 | 0.014 | 0.073 |
| Wingham | 310 | -18 | -20 | 30 | 23 | 4220 | 28 | 108 | 780 | 0.91 | 1050 | 160 | 2.6 | 0.4 | 0.39 | 0.50 | 0.12 | 0.079 | 0.051 | 0.017 | 0.039 |
| Woodstock | 300 | -19 | -21 | 30 | 23 | 3910 | 28 | 113 | 830 | 0.94 | 930 | 160 | 1.9 | 0.4 | 0.34 | 0.44 | 0.16 | 0.098 | 0.058 | 0.018 | 0.079 |
| Wyoming | 215 | -16 | -18 | 31 | 24 | 3700 | 25 | 103 | 815 | 0.92 | 900 | 180 | 1.6 | 0.4 | 0.36 | 0.47 | 0.13 | 0.077 | 0.049 | 0.015 | 0.043 |
| Quebec | |||||||||||||||||||||
| Acton-Vale | 95 | -24 | -27 | 30 | 23 | 4620 | 21 | 107 | 860 | 0.97 | 1050 | 180 | 2.3 | 0.4 | 0.27 | 0.35 | 0.40 | 0.24 | 0.12 | 0.040 | 0.18 |
| Alma | 110 | -31 | -33 | 28 | 22 | 5800 | 20 | 91 | 700 | 0.86 | 950 | 160 | 3.3 | 0.4 | 0.27 | 0.35 | 0.56 | 0.28 | 0.14 | 0.047 | 0.31 |
| Amos | 295 | -34 | -36 | 28 | 21 | 6160 | 20 | 91 | 670 | 0.85 | 920 | 100 | 3.2 | 0.3 | 0.25 | 0.32 | 0.17 | 0.12 | 0.068 | 0.023 | 0.055 |
| Asbestos | 245 | -26 | -28 | 29 | 22 | 4800 | 23 | 96 | 870 | 0.98 | 1050 | 160 | 2.8 | 0.6 | 0.27 | 0.35 | 0.35 | 0.22 | 0.12 | 0.039 | 0.13 |
| Aylmer | 90 | -25 | -28 | 30 | 23 | 4520 | 23 | 91 | 730 | 0.84 | 900 | 160 | 2.5 | 0.4 | 0.32 | 0.41 | 0.63 | 0.31 | 0.14 | 0.046 | 0.32 |
| Baie-Comeau | 60 | -27 | -29 | 25 | 19 | 6020 | 16 | 91 | 680 | 0.96 | 1000 | 220 | 4.3 | 0.4 | 0.39 | 0.50 | 0.60 | 0.36 | 0.16 | 0.052 | 0.39 |
| Baie-Saint-Paul | 20 | -27 | -29 | 28 | 21 | 5280 | 18 | 102 | 730 | 0.89 | 1000 | 180 | 3.2 | 0.6 | 0.37 | 0.48 | 2.1 | 1.1 | 0.49 | 0.14 | 1.2 |
| Beauport | 45 | -26 | -29 | 28 | 22 | 5100 | 20 | 107 | 980 | 1.09 | 1200 | 200 | 3.4 | 0.6 | 0.33 | 0.42 | 0.56 | 0.33 | 0.16 | 0.053 | 0.30 |
| Bedford | 55 | -24 | -26 | 29 | 23 | 4420 | 23 | 91 | 880 | 0.99 | 1260 | 160 | 2.1 | 0.4 | 0.32 | 0.41 | 0.56 | 0.28 | 0.12 | 0.043 | 0.28 |
| Beloeil | 25 | -24 | -26 | 30 | 23 | 4500 | 23 | 91 | 840 | 0.95 | 1025 | 180 | 2.4 | 0.4 | 0.29 | 0.37 | 0.62 | 0.31 | 0.13 | 0.047 | 0.32 |
| Brome | 210 | -25 | -27 | 29 | 23 | 4730 | 23 | 96 | 990 | 1.09 | 1240 | 160 | 2.5 | 0.4 | 0.29 | 0.37 | 0.38 | 0.23 | 0.12 | 0.039 | 0.15 |
| Brossard | 15 | -24 | -26 | 30 | 23 | 4420 | 23 | 91 | 800 | 0.90 | 1025 | 180 | 2.4 | 0.4 | 0.33 | 0.42 | 0.64 | 0.31 | 0.14 | 0.047 | 0.33 |
| Buckingham | 130 | -26 | -28 | 30 | 23 | 4880 | 23 | 91 | 810 | 0.94 | 990 | 160 | 2.6 | 0.4 | 0.31 | 0.40 | 0.63 | 0.31 | 0.14 | 0.046 | 0.32 |
| Campbell's Bay | 115 | -28 | -30 | 30 | 23 | 4900 | 23 | 96 | 700 | 0.83 | 850 | 140 | 2.6 | 0.4 | 0.25 | 0.32 | 0.63 | 0.30 | 0.13 | 0.045 | 0.32 |
| Chambly | 20 | -24 | -26 | 30 | 23 | 4450 | 23 | 91 | 850 | 0.96 | 1000 | 160 | 2.3 | 0.4 | 0.31 | 0.40 | 0.63 | 0.31 | 0.13 | 0.047 | 0.32 |
| Coaticook | 295 | -25 | -27 | 28 | 22 | 4750 | 23 | 96 | 860 | 1.00 | 1060 | 160 | 2.3 | 0.6 | 0.27 | 0.35 | 0.41 | 0.25 | 0.11 | 0.038 | 0.20 |
| Contrecoeur | 10 | -25 | -27 | 30 | 23 | 4500 | 20 | 102 | 810 | 0.94 | 1000 | 180 | 2.8 | 0.4 | 0.33 | 0.43 | 0.62 | 0.31 | 0.13 | 0.047 | 0.32 |
| Cowansville | 120 | -25 | -27 | 29 | 23 | 4540 | 23 | 91 | 940 | 1.04 | 1150 | 160 | 2.3 | 0.4 | 0.32 | 0.41 | 0.42 | 0.24 | 0.12 | 0.040 | 0.20 |
| Deux-Montagnes | 25 | -25 | -27 | 29 | 23 | 4440 | 23 | 96 | 820 | 0.92 | 1025 | 160 | 2.4 | 0.4 | 0.29 | 0.37 | 0.64 | 0.31 | 0.14 | 0.048 | 0.32 |
| Dolbeau | 120 | -32 | -34 | 28 | 22 | 6250 | 22 | 91 | 670 | 0.85 | 900 | 140 | 3.5 | 0.3 | 0.27 | 0.35 | 0.32 | 0.21 | 0.11 | 0.039 | 0.13 |
| Drummondville | 85 | -26 | -28 | 30 | 23 | 4700 | 22 | 107 | 870 | 0.98 | 1075 | 180 | 2.5 | 0.4 | 0.27 | 0.35 | 0.46 | 0.25 | 0.12 | 0.041 | 0.22 |
| Farnham | 60 | -24 | -26 | 29 | 23 | 4500 | 23 | 96 | 910 | 1.01 | 1050 | 180 | 2.2 | 0.4 | 0.29 | 0.37 | 0.54 | 0.28 | 0.13 | 0.043 | 0.28 |
| Fort-Coulonge | 110 | -28 | -30 | 30 | 23 | 4950 | 23 | 96 | 720 | 0.86 | 900 | 100 | 2.5 | 0.4 | 0.25 | 0.32 | 0.63 | 0.30 | 0.13 | 0.045 | 0.32 |
| Gagnon | 545 | -34 | -36 | 24 | 19 | 7600 | 17 | 80 | 580 | 0.89 | 925 | 140 | 4.6 | 0.4 | 0.30 | 0.39 | 0.095 | 0.10 | 0.063 | 0.023 | 0.036 |
| Gaspé | 55 | -25 | -26 | 26 | 20 | 5500 | 19 | 118 | 760 | 0.96 | 1100 | 300 | 4.3 | 0.6 | 0.37 | 0.48 | 0.19 | 0.17 | 0.080 | 0.031 | 0.061 |
| Gatineau | 95 | -25 | -28 | 30 | 23 | 4600 | 23 | 91 | 790 | 0.92 | 950 | 160 | 2.5 | 0.4 | 0.32 | 0.41 | 0.63 | 0.31 | 0.14 | 0.046 | 0.32 |
| Gracefield | 175 | -28 | -31 | 30 | 23 | 5080 | 23 | 96 | 700 | 0.85 | 950 | 140 | 2.6 | 0.4 | 0.25 | 0.32 | 0.57 | 0.28 | 0.13 | 0.042 | 0.28 |
| Granby | 120 | -25 | -27 | 29 | 23 | 4500 | 23 | 102 | 940 | 1.04 | 1175 | 160 | 2.3 | 0.4 | 0.27 | 0.35 | 0.42 | 0.24 | 0.12 | 0.040 | 0.19 |
| Harrington-Harbour | 30 | -27 | -29 | 19 | 16 | 6150 | 15 | 96 | 900 | 1.18 | 1150 | 300 | 4.9 | 0.6 | 0.56 | 0.72 | 0.11 | 0.079 | 0.051 | 0.018 | 0.036 |
| Havre-St-Pierre | 5 | -27 | -29 | 22 | 18 | 6100 | 15 | 96 | 780 | 1.05 | 1125 | 300 | 4.1 | 0.6 | 0.48 | 0.63 | 0.28 | 0.17 | 0.077 | 0.029 | 0.15 |
| Hemmingford | 75 | -24 | -26 | 30 | 23 | 4380 | 23 | 91 | 770 | 0.89 | 1025 | 160 | 2.4 | 0.4 | 0.31 | 0.40 | 0.64 | 0.31 | 0.14 | 0.047 | 0.33 |
| Hull | 65 | -25 | -28 | 30 | 23 | 4550 | 23 | 91 | 730 | 0.84 | 900 | 160 | 2.4 | 0.4 | 0.32 | 0.41 | 0.64 | 0.31 | 0.14 | 0.046 | 0.32 |
| Iberville | 35 | -24 | -26 | 29 | 23 | 4450 | 23 | 91 | 880 | 0.99 | 1010 | 160 | 2.2 | 0.4 | 0.32 | 0.41 | 0.62 | 0.30 | 0.13 | 0.046 | 0.32 |
| Inukjuak | 5 | -36 | -38 | 21 | 15 | 9150 | 9 | 54 | 270 | 0.88 | 420 | 240 | 4.4 | 0.2 | 0.47 | 0.60 | 0.095 | 0.057 | 0.028 | 0.009 | 0.036 |
| Joliette | 45 | -26 | -28 | 29 | 23 | 4720 | 21 | 102 | 790 | 0.93 | 1000 | 160 | 3.1 | 0.4 | 0.28 | 0.36 | 0.59 | 0.30 | 0.13 | 0.045 | 0.31 |
| Kuujjuaq | 25 | -37 | -39 | 24 | 17 | 8550 | 9 | 54 | 280 | 0.80 | 525 | 260 | 4.8 | 0.2 | 0.47 | 0.60 | 0.095 | 0.063 | 0.043 | 0.015 | 0.036 |
| Kuujjuarapik | 20 | -36 | -38 | 25 | 17 | 7990 | 12 | 80 | 410 | 0.85 | 610 | 180 | 4.5 | 0.3 | 0.43 | 0.55 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| La Pocatière | 55 | -24 | -26 | 28 | 22 | 5160 | 18 | 102 | 675 | 0.85 | 965 | 180 | 3.2 | 0.6 | 0.39 | 0.50 | 2.0 | 1.0 | 0.46 | 0.14 | 1.1 |
| La-Malbaie | 25 | -26 | -28 | 28 | 21 | 5400 | 18 | 102 | 640 | 0.82 | 900 | 180 | 3.1 | 0.6 | 0.37 | 0.48 | 2.3 | 1.1 | 0.53 | 0.16 | 1.2 |
| La-Tuque | 165 | -30 | -32 | 29 | 22 | 5500 | 23 | 96 | 720 | 0.87 | 930 | 160 | 3.4 | 0.4 | 0.27 | 0.35 | 0.32 | 0.22 | 0.12 | 0.041 | 0.11 |
| Lac-Mégantic | 420 | -27 | -29 | 27 | 22 | 5180 | 23 | 91 | 790 | 0.94 | 1025 | 160 | 3.2 | 0.6 | 0.27 | 0.35 | 0.39 | 0.24 | 0.12 | 0.040 | 0.19 |
| Lachute | 65 | -26 | -28 | 29 | 23 | 4640 | 23 | 96 | 910 | 1.04 | 1075 | 160 | 2.4 | 0.4 | 0.31 | 0.40 | 0.57 | 0.29 | 0.14 | 0.044 | 0.30 |
| Lennoxville | 155 | -28 | -30 | 29 | 22 | 4700 | 23 | 96 | 850 | 0.98 | 1100 | 160 | 2.0 | 0.6 | 0.25 | 0.32 | 0.36 | 0.22 | 0.11 | 0.038 | 0.14 |
| Léry | 30 | -24 | -26 | 29 | 23 | 4420 | 23 | 91 | 800 | 0.91 | 950 | 180 | 2.3 | 0.4 | 0.33 | 0.42 | 0.65 | 0.31 | 0.14 | 0.048 | 0.33 |
| Loretteville | 100 | -26 | -29 | 28 | 22 | 5200 | 20 | 102 | 980 | 1.09 | 1225 | 200 | 3.7 | 0.6 | 0.32 | 0.41 | 0.58 | 0.32 | 0.15 | 0.052 | 0.31 |
| Louiseville | 15 | -25 | -28 | 29 | 23 | 4900 | 20 | 102 | 800 | 0.93 | 1025 | 160 | 2.9 | 0.4 | 0.33 | 0.43 | 0.59 | 0.30 | 0.13 | 0.045 | 0.31 |
| Magog | 215 | -26 | -28 | 29 | 23 | 4730 | 23 | 96 | 860 | 0.99 | 1125 | 160 | 2.3 | 0.4 | 0.27 | 0.35 | 0.36 | 0.22 | 0.11 | 0.038 | 0.14 |
| Malartic | 325 | -33 | -36 | 29 | 21 | 6200 | 20 | 86 | 640 | 0.82 | 900 | 100 | 3.3 | 0.3 | 0.25 | 0.32 | 0.21 | 0.14 | 0.076 | 0.026 | 0.073 |
| Maniwaki | 180 | -30 | -32 | 29 | 22 | 5280 | 23 | 96 | 700 | 0.86 | 900 | 100 | 2.4 | 0.4 | 0.24 | 0.31 | 0.61 | 0.29 | 0.13 | 0.042 | 0.33 |
| Masson | 50 | -26 | -28 | 30 | 23 | 4610 | 23 | 91 | 790 | 0.92 | 975 | 160 | 2.4 | 0.4 | 0.31 | 0.40 | 0.62 | 0.31 | 0.14 | 0.046 | 0.31 |
| Matane | 5 | -24 | -26 | 24 | 20 | 5510 | 18 | 91 | 640 | 0.88 | 1050 | 220 | 3.7 | 0.4 | 0.47 | 0.60 | 0.60 | 0.37 | 0.16 | 0.052 | 0.39 |
| Mont-Joli | 90 | -24 | -26 | 26 | 21 | 5370 | 18 | 91 | 610 | 0.84 | 920 | 220 | 4.0 | 0.4 | 0.40 | 0.52 | 0.57 | 0.35 | 0.17 | 0.053 | 0.30 |
| Mont-Laurier | 225 | -29 | -32 | 29 | 22 | 5320 | 24 | 102 | 790 | 0.93 | 1000 | 160 | 2.6 | 0.4 | 0.23 | 0.30 | 0.61 | 0.29 | 0.14 | 0.042 | 0.33 |
| Montmagny | 10 | -25 | -28 | 28 | 22 | 5090 | 20 | 102 | 880 | 1.01 | 1090 | 180 | 2.9 | 0.6 | 0.36 | 0.47 | 0.73 | 0.41 | 0.19 | 0.062 | 0.34 |
| Montréal Region | |||||||||||||||||||||
| Beaconsfield | 25 | -24 | -26 | 30 | 23 | 4440 | 23 | 91 | 780 | 0.89 | 950 | 180 | 2.3 | 0.4 | 0.33 | 0.42 | 0.64 | 0.32 | 0.14 | 0.048 | 0.33 |
| Dorval | 25 | -24 | -26 | 30 | 23 | 4400 | 23 | 91 | 760 | 0.85 | 940 | 180 | 2.4 | 0.4 | 0.33 | 0.42 | 0.64 | 0.31 | 0.14 | 0.048 | 0.33 |
| Laval | 35 | -24 | -26 | 29 | 23 | 4500 | 23 | 96 | 830 | 0.93 | 1025 | 160 | 2.6 | 0.4 | 0.33 | 0.42 | 0.64 | 0.31 | 0.14 | 0.048 | 0.32 |
| Montréal (City Hall) | 20 | -23 | -26 | 30 | 23 | 4200 | 23 | 96 | 830 | 0.93 | 1025 | 180 | 2.6 | 0.4 | 0.33 | 0.42 | 0.64 | 0.31 | 0.14 | 0.048 | 0.33 |
| Montréal-Est | 25 | -23 | -26 | 30 | 23 | 4470 | 23 | 96 | 830 | 0.93 | 1025 | 180 | 2.7 | 0.4 | 0.33 | 0.42 | 0.64 | 0.31 | 0.14 | 0.047 | 0.32 |
| Montréal-Nord | 20 | -24 | -26 | 30 | 23 | 4470 | 23 | 96 | 830 | 0.93 | 1025 | 160 | 2.6 | 0.4 | 0.33 | 0.42 | 0.64 | 0.31 | 0.14 | 0.048 | 0.33 |
| Outremont | 105 | -23 | -26 | 30 | 23 | 4300 | 23 | 96 | 820 | 0.91 | 1025 | 180 | 2.8 | 0.4 | 0.33 | 0.42 | 0.64 | 0.31 | 0.14 | 0.048 | 0.33 |
| Pierrefonds | 25 | -24 | -26 | 30 | 23 | 4430 | 23 | 96 | 800 | 0.90 | 960 | 180 | 2.4 | 0.4 | 0.33 | 0.42 | 0.64 | 0.31 | 0.14 | 0.048 | 0.33 |
| St-Lambert | 15 | -23 | -26 | 30 | 23 | 4400 | 23 | 96 | 810 | 0.91 | 1050 | 160 | 2.5 | 0.4 | 0.33 | 0.42 | 0.64 | 0.31 | 0.14 | 0.047 | 0.33 |
| St-Laurent | 45 | -23 | -26 | 30 | 23 | 4270 | 23 | 96 | 790 | 0.89 | 950 | 160 | 2.5 | 0.4 | 0.33 | 0.42 | 0.64 | 0.31 | 0.14 | 0.048 | 0.33 |
| Ste-Anne-de-Bellevue | 35 | -24 | -26 | 29 | 23 | 4460 | 23 | 96 | 780 | 0.89 | 960 | 180 | 2.3 | 0.4 | 0.33 | 0.42 | 0.64 | 0.32 | 0.14 | 0.048 | 0.33 |
| Verdun | 20 | -23 | -26 | 30 | 23 | 4200 | 23 | 91 | 780 | 0.88 | 1025 | 180 | 2.5 | 0.4 | 0.33 | 0.42 | 0.64 | 0.31 | 0.14 | 0.048 | 0.33 |
| Nicolet (Gentilly) | 15 | -25 | -28 | 29 | 23 | 4900 | 20 | 107 | 860 | 0.98 | 1025 | 160 | 2.8 | 0.4 | 0.33 | 0.42 | 0.59 | 0.29 | 0.13 | 0.045 | 0.31 |
| Nitchequon | 545 | -39 | -41 | 23 | 19 | 8100 | 15 | 70 | 500 | 0.89 | 825 | 140 | 3.5 | 0.3 | 0.29 | 0.37 | 0.095 | 0.058 | 0.040 | 0.015 | 0.036 |
| Noranda | 305 | -33 | -36 | 29 | 21 | 6050 | 20 | 91 | 650 | 0.82 | 875 | 100 | 3.2 | 0.3 | 0.27 | 0.35 | 0.19 | 0.12 | 0.069 | 0.023 | 0.066 |
| Percé | 5 | -21 | -24 | 25 | 19 | 5400 | 16 | 107 | 1000 | 1.18 | 1300 | 300 | 3.8 | 0.6 | 0.56 | 0.72 | 0.18 | 0.15 | 0.078 | 0.030 | 0.052 |
| Pincourt | 25 | -24 | -26 | 29 | 23 | 4480 | 23 | 96 | 780 | 0.88 | 950 | 180 | 2.3 | 0.4 | 0.33 | 0.42 | 0.65 | 0.32 | 0.14 | 0.048 | 0.33 |
| Plessisville | 145 | -26 | -28 | 29 | 23 | 5100 | 21 | 107 | 890 | 1.00 | 1150 | 180 | 2.8 | 0.6 | 0.27 | 0.35 | 0.40 | 0.25 | 0.13 | 0.043 | 0.19 |
| Port-Cartier | 20 | -28 | -30 | 25 | 19 | 6060 | 15 | 106 | 730 | 0.99 | 1125 | 300 | 4.1 | 0.4 | 0.42 | 0.54 | 0.42 | 0.26 | 0.11 | 0.041 | 0.21 |
| Puvirnituq | 5 | -36 | -38 | 23 | 16 | 9200 | 7 | 54 | 210 | 0.87 | 375 | 240 | 4.5 | 0.2 | 0.47 | 0.60 | 0.19 | 0.091 | 0.049 | 0.013 | 0.099 |
| Québec City Region | |||||||||||||||||||||
| Ancienne-Lorette | 35 | -25 | -28 | 28 | 23 | 5130 | 20 | 102 | 940 | 1.06 | 1200 | 200 | 3.4 | 0.6 | 0.32 | 0.41 | 0.57 | 0.31 | 0.15 | 0.052 | 0.30 |
| Lévis | 50 | -25 | -28 | 28 | 22 | 5050 | 20 | 107 | 920 | 1.04 | 1200 | 160 | 3.3 | 0.6 | 0.32 | 0.41 | 0.55 | 0.32 | 0.15 | 0.053 | 0.29 |
| Québec | 120 | -25 | -28 | 28 | 22 | 5080 | 20 | 107 | 925 | 1.04 | 1210 | 200 | 3.6 | 0.6 | 0.32 | 0.41 | 0.55 | 0.32 | 0.15 | 0.052 | 0.30 |
| Sillery | 10 | -25 | -28 | 28 | 23 | 5070 | 20 | 107 | 930 | 1.05 | 1200 | 200 | 3.1 | 0.6 | 0.32 | 0.41 | 0.55 | 0.32 | 0.15 | 0.052 | 0.29 |
| Ste-Foy | 115 | -25 | -28 | 28 | 23 | 5100 | 20 | 107 | 940 | 1.06 | 1200 | 180 | 3.7 | 0.6 | 0.32 | 0.41 | 0.55 | 0.32 | 0.15 | 0.052 | 0.30 |
| Richmond | 150 | -25 | -27 | 29 | 22 | 4700 | 23 | 96 | 870 | 0.98 | 1060 | 160 | 2.2 | 0.6 | 0.25 | 0.32 | 0.35 | 0.22 | 0.12 | 0.039 | 0.13 |
| Rimouski | 30 | -25 | -27 | 26 | 20 | 5300 | 18 | 91 | 640 | 0.84 | 890 | 200 | 3.8 | 0.4 | 0.40 | 0.52 | 0.58 | 0.32 | 0.16 | 0.053 | 0.31 |
| Rivière-du-Loup | 55 | -25 | -27 | 26 | 21 | 5380 | 18 | 91 | 660 | 0.84 | 900 | 180 | 3.3 | 0.6 | 0.39 | 0.50 | 1.0 | 0.56 | 0.24 | 0.080 | 0.49 |
| Roberval | 100 | -31 | -33 | 28 | 21 | 5750 | 22 | 91 | 590 | 0.77 | 910 | 140 | 3.5 | 0.3 | 0.27 | 0.35 | 0.41 | 0.24 | 0.12 | 0.042 | 0.22 |
| Rock-Island | 160 | -25 | -27 | 29 | 23 | 4850 | 23 | 91 | 900 | 1.03 | 1125 | 160 | 2.0 | 0.4 | 0.27 | 0.35 | 0.42 | 0.25 | 0.11 | 0.039 | 0.19 |
| Rosemère | 25 | -24 | -26 | 29 | 23 | 4550 | 23 | 96 | 840 | 0.97 | 1050 | 160 | 2.6 | 0.4 | 0.31 | 0.40 | 0.64 | 0.31 | 0.14 | 0.047 | 0.32 |
| Rouyn | 300 | -33 | -36 | 29 | 21 | 6050 | 20 | 91 | 650 | 0.82 | 900 | 100 | 3.1 | 0.3 | 0.27 | 0.35 | 0.19 | 0.12 | 0.070 | 0.024 | 0.066 |
| Saguenay | 10 | -30 | -32 | 28 | 22 | 5700 | 18 | 86 | 710 | 0.88 | 975 | 140 | 2.5 | 0.4 | 0.28 | 0.36 | 0.58 | 0.32 | 0.15 | 0.052 | 0.31 |
| Saguenay (Bagotville) | 5 | -31 | -33 | 28 | 21 | 5700 | 18 | 86 | 690 | 0.86 | 925 | 160 | 2.4 | 0.4 | 0.29 | 0.38 | 0.59 | 0.34 | 0.16 | 0.053 | 0.31 |
| Saguenay (Jonquière) | 135 | -30 | -32 | 28 | 22 | 5650 | 18 | 86 | 710 | 0.87 | 925 | 160 | 3.1 | 0.4 | 0.27 | 0.35 | 0.58 | 0.32 | 0.15 | 0.052 | 0.31 |
| Saguenay (Kenogami) | 140 | -30 | -32 | 28 | 22 | 5650 | 18 | 86 | 690 | 0.86 | 925 | 160 | 3.1 | 0.4 | 0.27 | 0.35 | 0.58 | 0.32 | 0.15 | 0.051 | 0.31 |
| Saint-Eustache | 35 | -25 | -27 | 29 | 23 | 4500 | 23 | 96 | 820 | 0.92 | 1025 | 160 | 2.4 | 0.4 | 0.29 | 0.37 | 0.64 | 0.31 | 0.14 | 0.047 | 0.32 |
| Saint-Jean-sur-Richelieu | 35 | -24 | -26 | 29 | 23 | 4450 | 23 | 91 | 880 | 0.99 | 1010 | 180 | 2.2 | 0.4 | 0.32 | 0.41 | 0.63 | 0.31 | 0.13 | 0.046 | 0.32 |
| Salaberry-de-Valleyfield | 50 | -23 | -25 | 29 | 23 | 4400 | 23 | 96 | 760 | 0.87 | 900 | 180 | 2.3 | 0.4 | 0.33 | 0.42 | 0.64 | 0.31 | 0.14 | 0.047 | 0.33 |
| Schefferville | 550 | -37 | -39 | 24 | 16 | 8550 | 13 | 64 | 410 | 0.81 | 800 | 180 | 4.5 | 0.3 | 0.33 | 0.42 | 0.095 | 0.057 | 0.035 | 0.014 | 0.036 |
| Senneterre | 310 | -34 | -36 | 29 | 21 | 6180 | 22 | 91 | 740 | 0.91 | 925 | 100 | 3.3 | 0.3 | 0.25 | 0.32 | 0.20 | 0.13 | 0.079 | 0.025 | 0.065 |
| Sept-Îles | 5 | -29 | -31 | 24 | 18 | 6200 | 15 | 106 | 760 | 1.01 | 1125 | 300 | 4.1 | 0.4 | 0.42 | 0.54 | 0.30 | 0.22 | 0.098 | 0.037 | 0.12 |
| Shawinigan | 60 | -26 | -29 | 29 | 23 | 5050 | 22 | 102 | 820 | 0.96 | 1050 | 180 | 3.1 | 0.4 | 0.27 | 0.35 | 0.55 | 0.28 | 0.12 | 0.043 | 0.29 |
| Shawville | 170 | -27 | -30 | 30 | 23 | 4880 | 23 | 96 | 670 | 0.79 | 880 | 160 | 2.8 | 0.4 | 0.27 | 0.35 | 0.63 | 0.30 | 0.13 | 0.045 | 0.32 |
| Sherbrooke | 185 | -28 | -30 | 29 | 23 | 4700 | 23 | 96 | 900 | 1.03 | 1100 | 160 | 2.2 | 0.6 | 0.25 | 0.32 | 0.35 | 0.22 | 0.11 | 0.038 | 0.13 |
| Sorel | 10 | -25 | -27 | 29 | 23 | 4550 | 20 | 102 | 800 | 0.93 | 975 | 180 | 2.8 | 0.4 | 0.33 | 0.43 | 0.61 | 0.30 | 0.13 | 0.046 | 0.32 |
| St-Félicien | 105 | -32 | -34 | 28 | 22 | 5850 | 22 | 91 | 570 | 0.76 | 900 | 140 | 3.5 | 0.3 | 0.27 | 0.35 | 0.32 | 0.21 | 0.11 | 0.039 | 0.13 |
| St-Georges-de-Cacouna | 35 | -25 | -27 | 26 | 21 | 5400 | 18 | 91 | 660 | 0.85 | 925 | 180 | 3.2 | 0.6 | 0.39 | 0.50 | 0.80 | 0.46 | 0.21 | 0.068 | 0.39 |
| St-Hubert | 25 | -24 | -26 | 30 | 23 | 4490 | 23 | 91 | 820 | 0.92 | 1020 | 180 | 2.5 | 0.4 | 0.33 | 0.42 | 0.64 | 0.31 | 0.14 | 0.047 | 0.33 |
| Saint-Hubert-de-Rivière-du-Loup | 310 | -26 | -28 | 26 | 21 | 5520 | 22 | 91 | 740 | 0.90 | 1025 | 180 | 4.4 | 0.6 | 0.31 | 0.40 | 0.61 | 0.36 | 0.17 | 0.058 | 0.24 |
| St-Hyacinthe | 35 | -24 | -27 | 30 | 23 | 4500 | 21 | 91 | 840 | 0.95 | 1030 | 160 | 2.3 | 0.4 | 0.27 | 0.35 | 0.55 | 0.28 | 0.13 | 0.043 | 0.28 |
| St-Jérôme | 95 | -26 | -28 | 29 | 23 | 4820 | 23 | 96 | 830 | 0.97 | 1025 | 160 | 2.7 | 0.4 | 0.29 | 0.37 | 0.59 | 0.30 | 0.13 | 0.045 | 0.30 |
| St-Jovite | 230 | -29 | -31 | 28 | 22 | 5250 | 23 | 96 | 810 | 0.99 | 1025 | 160 | 2.8 | 0.4 | 0.25 | 0.33 | 0.61 | 0.30 | 0.14 | 0.043 | 0.32 |
| St-Lazare-Hudson | 60 | -24 | -26 | 30 | 23 | 4520 | 23 | 96 | 750 | 0.85 | 950 | 180 | 2.3 | 0.4 | 0.33 | 0.42 | 0.64 | 0.31 | 0.14 | 0.048 | 0.32 |
| St-Nicolas | 65 | -25 | -28 | 28 | 22 | 4990 | 20 | 102 | 890 | 1.01 | 1200 | 200 | 3.5 | 0.6 | 0.33 | 0.42 | 0.55 | 0.31 | 0.15 | 0.051 | 0.30 |
| Ste-Agathe-des-Monts | 360 | -28 | -30 | 28 | 22 | 5390 | 23 | 96 | 820 | 1.00 | 1170 | 140 | 3.4 | 0.4 | 0.27 | 0.35 | 0.56 | 0.29 | 0.14 | 0.043 | 0.30 |
| Sutton | 185 | -25 | -27 | 29 | 23 | 4600 | 23 | 96 | 990 | 1.09 | 1260 | 160 | 2.4 | 0.4 | 0.32 | 0.41 | 0.39 | 0.23 | 0.12 | 0.039 | 0.16 |
| Tadoussac | 65 | -26 | -28 | 27 | 21 | 5450 | 18 | 96 | 700 | 0.88 | 1000 | 180 | 3.4 | 0.4 | 0.40 | 0.52 | 0.68 | 0.40 | 0.19 | 0.061 | 0.32 |
| Témiscaming | 240 | -30 | -32 | 30 | 22 | 5020 | 23 | 96 | 730 | 0.88 | 940 | 100 | 2.5 | 0.4 | 0.25 | 0.32 | 0.55 | 0.26 | 0.11 | 0.036 | 0.30 |
| Terrebonne | 20 | -25 | -27 | 29 | 23 | 4500 | 23 | 96 | 830 | 0.93 | 1025 | 160 | 2.6 | 0.4 | 0.31 | 0.40 | 0.63 | 0.31 | 0.14 | 0.048 | 0.32 |
| Thetford Mines | 330 | -26 | -28 | 28 | 22 | 5120 | 22 | 107 | 950 | 1.06 | 1230 | 160 | 3.3 | 0.6 | 0.27 | 0.35 | 0.36 | 0.24 | 0.12 | 0.043 | 0.12 |
| Thurso | 50 | -26 | -28 | 30 | 23 | 4820 | 23 | 91 | 800 | 0.93 | 950 | 160 | 2.4 | 0.4 | 0.31 | 0.40 | 0.58 | 0.29 | 0.14 | 0.043 | 0.28 |
| Trois-Rivières | 25 | -25 | -28 | 29 | 23 | 4900 | 20 | 107 | 860 | 0.98 | 1050 | 180 | 2.8 | 0.4 | 0.33 | 0.43 | 0.59 | 0.30 | 0.13 | 0.045 | 0.31 |
| Val-d'Or | 310 | -33 | -36 | 29 | 21 | 6180 | 20 | 86 | 640 | 0.83 | 925 | 100 | 3.4 | 0.3 | 0.25 | 0.32 | 0.22 | 0.14 | 0.079 | 0.027 | 0.076 |
| Varennes | 15 | -24 | -26 | 30 | 23 | 4500 | 23 | 96 | 810 | 0.94 | 1000 | 160 | 2.6 | 0.4 | 0.31 | 0.40 | 0.64 | 0.31 | 0.13 | 0.047 | 0.32 |
| Verchères | 15 | -24 | -26 | 30 | 23 | 4450 | 23 | 96 | 810 | 0.94 | 1000 | 160 | 2.7 | 0.4 | 0.33 | 0.43 | 0.63 | 0.31 | 0.13 | 0.047 | 0.32 |
| Victoriaville | 125 | -26 | -28 | 29 | 23 | 4900 | 21 | 102 | 850 | 0.97 | 1100 | 180 | 2.6 | 0.6 | 0.27 | 0.35 | 0.39 | 0.23 | 0.12 | 0.041 | 0.18 |
| Ville-Marie | 200 | -31 | -34 | 30 | 22 | 5550 | 23 | 96 | 630 | 0.80 | 825 | 120 | 2.3 | 0.4 | 0.31 | 0.40 | 0.27 | 0.16 | 0.083 | 0.027 | 0.13 |
| Wakefield | 120 | -27 | -30 | 30 | 23 | 4820 | 23 | 91 | 780 | 0.91 | 1020 | 160 | 3.1 | 0.4 | 0.27 | 0.34 | 0.62 | 0.31 | 0.14 | 0.046 | 0.31 |
| Waterloo | 205 | -25 | -27 | 29 | 23 | 4650 | 23 | 96 | 980 | 1.08 | 1250 | 160 | 2.5 | 0.4 | 0.27 | 0.35 | 0.37 | 0.23 | 0.12 | 0.039 | 0.14 |
| Windsor | 150 | -25 | -27 | 29 | 23 | 4700 | 23 | 96 | 930 | 1.04 | 1075 | 160 | 2.3 | 0.4 | 0.25 | 0.32 | 0.35 | 0.22 | 0.11 | 0.038 | 0.12 |
| New Brunswick | |||||||||||||||||||||
| Alma | 5 | -21 | -23 | 26 | 20 | 4500 | 18 | 144 | 1175 | 1.32 | 1450 | 260 | 2.3 | 0.6 | 0.37 | 0.48 | 0.24 | 0.16 | 0.082 | 0.028 | 0.12 |
| Bathurst | 10 | -23 | -26 | 30 | 22 | 5020 | 20 | 106 | 775 | 0.94 | 1020 | 180 | 3.5 | 0.6 | 0.37 | 0.48 | 0.34 | 0.21 | 0.10 | 0.035 | 0.19 |
| Campbellton | 30 | -26 | -28 | 29 | 22 | 5500 | 20 | 107 | 725 | 0.93 | 1025 | 180 | 3.6 | 0.4 | 0.35 | 0.45 | 0.37 | 0.24 | 0.12 | 0.041 | 0.19 |
| Edmundston | 160 | -27 | -29 | 28 | 22 | 5320 | 23 | 91 | 750 | 0.94 | 1000 | 160 | 3.4 | 0.6 | 0.29 | 0.38 | 0.46 | 0.30 | 0.14 | 0.050 | 0.18 |
| Fredericton | 15 | -24 | -27 | 29 | 22 | 4670 | 22 | 112 | 900 | 1.02 | 1100 | 160 | 3.1 | 0.6 | 0.29 | 0.38 | 0.33 | 0.21 | 0.10 | 0.034 | 0.18 |
| Gagetown | 20 | -24 | -26 | 29 | 22 | 4460 | 20 | 112 | 900 | 1.04 | 1125 | 180 | 2.8 | 0.6 | 0.31 | 0.40 | 0.30 | 0.19 | 0.098 | 0.033 | 0.15 |
| Grand Falls | 115 | -27 | -30 | 28 | 22 | 5300 | 23 | 107 | 850 | 1.00 | 1100 | 160 | 3.6 | 0.6 | 0.29 | 0.38 | 0.38 | 0.26 | 0.13 | 0.044 | 0.20 |
| Miramichi | 5 | -24 | -26 | 30 | 22 | 4950 | 20 | 96 | 825 | 0.97 | 1050 | 200 | 3.4 | 0.6 | 0.32 | 0.41 | 0.34 | 0.21 | 0.096 | 0.033 | 0.19 |
| Moncton | 20 | -23 | -25 | 28 | 21 | 4680 | 20 | 112 | 850 | 1.02 | 1175 | 220 | 3.0 | 0.6 | 0.39 | 0.50 | 0.25 | 0.17 | 0.084 | 0.029 | 0.14 |
| Oromocto | 20 | -24 | -26 | 29 | 22 | 4650 | 22 | 112 | 900 | 1.02 | 1110 | 160 | 3.0 | 0.6 | 0.30 | 0.39 | 0.31 | 0.20 | 0.10 | 0.034 | 0.17 |
| Sackville | 15 | -22 | -24 | 27 | 21 | 4590 | 18 | 112 | 975 | 1.14 | 1175 | 220 | 2.5 | 0.6 | 0.38 | 0.49 | 0.22 | 0.15 | 0.079 | 0.027 | 0.11 |
| Saint Andrews | 35 | -22 | -24 | 25 | 20 | 4680 | 19 | 123 | 1000 | 1.15 | 1200 | 220 | 2.3 | 0.6 | 0.35 | 0.45 | 0.66 | 0.30 | 0.13 | 0.039 | 0.35 |
| Saint George | 35 | -21 | -23 | 25 | 20 | 4680 | 18 | 123 | 1000 | 1.15 | 1200 | 220 | 2.3 | 0.6 | 0.35 | 0.45 | 0.58 | 0.27 | 0.12 | 0.040 | 0.30 |
| Saint John | 5 | -22 | -24 | 25 | 20 | 4570 | 18 | 139 | 1100 | 1.27 | 1425 | 260 | 2.3 | 0.6 | 0.41 | 0.53 | 0.29 | 0.18 | 0.093 | 0.031 | 0.15 |
| Shippagan | 5 | -22 | -24 | 28 | 21 | 4930 | 18 | 96 | 800 | 0.98 | 1050 | 260 | 3.4 | 0.6 | 0.48 | 0.63 | 0.29 | 0.18 | 0.090 | 0.031 | 0.17 |
| St. Stephen | 20 | -24 | -26 | 28 | 22 | 4700 | 20 | 123 | 1000 | 1.15 | 1160 | 180 | 2.5 | 0.6 | 0.33 | 0.42 | 0.62 | 0.29 | 0.12 | 0.039 | 0.33 |
| Woodstock | 60 | -26 | -29 | 30 | 22 | 4910 | 22 | 107 | 875 | 0.99 | 1100 | 160 | 3.1 | 0.6 | 0.29 | 0.37 | 0.35 | 0.22 | 0.12 | 0.039 | 0.20 |
| Nova Scotia | |||||||||||||||||||||
| Amherst | 25 | -21 | -24 | 27 | 21 | 4500 | 18 | 118 | 950 | 1.12 | 1150 | 220 | 2.4 | 0.6 | 0.37 | 0.48 | 0.21 | 0.14 | 0.076 | 0.026 | 0.085 |
| Antigonish | 10 | -17 | -20 | 27 | 21 | 4510 | 15 | 123 | 1100 | 1.25 | 1250 | 240 | 2.1 | 0.6 | 0.42 | 0.54 | 0.19 | 0.13 | 0.078 | 0.025 | 0.068 |
| Bridgewater | 10 | -15 | -17 | 27 | 20 | 4140 | 16 | 144 | 1300 | 1.45 | 1475 | 260 | 1.9 | 0.6 | 0.43 | 0.55 | 0.23 | 0.15 | 0.084 | 0.027 | 0.084 |
| Canso | 5 | -13 | -15 | 25 | 20 | 4400 | 15 | 123 | 1325 | 1.48 | 1400 | 260 | 1.7 | 0.6 | 0.48 | 0.61 | 0.23 | 0.15 | 0.085 | 0.027 | 0.091 |
| Debert | 45 | -21 | -24 | 27 | 21 | 4500 | 18 | 118 | 1000 | 1.16 | 1200 | 240 | 2.1 | 0.6 | 0.37 | 0.48 | 0.21 | 0.14 | 0.078 | 0.026 | 0.080 |
| Digby | 35 | -15 | -17 | 25 | 20 | 4020 | 15 | 130 | 1100 | 1.27 | 1275 | 260 | 2.2 | 0.6 | 0.43 | 0.55 | 0.23 | 0.14 | 0.081 | 0.027 | 0.087 |
| Greenwood (CFB) | 28 | -18 | -20 | 29 | 22 | 4140 | 16 | 118 | 925 | 1.05 | 1100 | 280 | 2.7 | 0.6 | 0.42 | 0.54 | 0.23 | 0.14 | 0.081 | 0.027 | 0.088 |
| Halifax Region | |||||||||||||||||||||
| Dartmouth | 10 | -16 | -18 | 26 | 20 | 4100 | 18 | 144 | 1250 | 1.40 | 1400 | 280 | 1.6 | 0.6 | 0.45 | 0.58 | 0.23 | 0.15 | 0.085 | 0.027 | 0.086 |
| Halifax | 55 | -16 | -18 | 26 | 20 | 4000 | 17 | 150 | 1350 | 1.49 | 1500 | 280 | 1.9 | 0.6 | 0.45 | 0.58 | 0.23 | 0.15 | 0.085 | 0.027 | 0.086 |
| Kentville | 25 | -18 | -20 | 28 | 21 | 4130 | 17 | 118 | 950 | 1.09 | 1200 | 260 | 2.4 | 0.6 | 0.42 | 0.54 | 0.23 | 0.14 | 0.080 | 0.027 | 0.087 |
| Liverpool | 20 | -16 | -18 | 27 | 20 | 3990 | 16 | 150 | 1325 | 1.48 | 1425 | 280 | 1.7 | 0.6 | 0.48 | 0.61 | 0.24 | 0.15 | 0.087 | 0.028 | 0.090 |
| Lockeport | 5 | -14 | -16 | 25 | 20 | 4000 | 18 | 139 | 1250 | 1.42 | 1450 | 280 | 1.4 | 0.6 | 0.47 | 0.60 | 0.25 | 0.15 | 0.088 | 0.028 | 0.095 |
| Louisburg | 5 | -15 | -17 | 26 | 20 | 4530 | 15 | 118 | 1300 | 1.46 | 1500 | 300 | 2.1 | 0.7 | 0.50 | 0.65 | 0.22 | 0.14 | 0.082 | 0.026 | 0.081 |
| Lunenburg | 25 | -15 | -17 | 26 | 20 | 4140 | 16 | 144 | 1300 | 1.45 | 1450 | 260 | 1.9 | 0.6 | 0.48 | 0.61 | 0.23 | 0.15 | 0.085 | 0.028 | 0.086 |
| New Glasgow | 30 | -19 | -21 | 27 | 21 | 4320 | 15 | 135 | 975 | 1.13 | 1200 | 260 | 2.2 | 0.6 | 0.43 | 0.55 | 0.18 | 0.12 | 0.075 | 0.025 | 0.057 |
| North Sydney | 20 | -16 | -19 | 27 | 21 | 4500 | 15 | 123 | 1200 | 1.36 | 1475 | 300 | 2.4 | 0.6 | 0.46 | 0.59 | 0.19 | 0.12 | 0.075 | 0.024 | 0.067 |
| Pictou | 25 | -19 | -21 | 27 | 21 | 4310 | 15 | 107 | 950 | 1.11 | 1175 | 260 | 2.2 | 0.6 | 0.43 | 0.55 | 0.17 | 0.12 | 0.073 | 0.024 | 0.053 |
| Port Hawkesbury | 40 | -17 | -19 | 27 | 21 | 4500 | 15 | 128 | 1325 | 1.48 | 1450 | 260 | 2.1 | 0.6 | 0.57 | 0.74 | 0.21 | 0.13 | 0.080 | 0.026 | 0.076 |
| Springhill | 185 | -20 | -23 | 27 | 21 | 4540 | 18 | 118 | 1075 | 1.22 | 1175 | 220 | 3.1 | 0.6 | 0.37 | 0.48 | 0.21 | 0.14 | 0.077 | 0.026 | 0.085 |
| Stewiacke | 25 | -20 | -22 | 27 | 21 | 4400 | 18 | 128 | 1050 | 1.20 | 1250 | 240 | 1.8 | 0.6 | 0.39 | 0.50 | 0.21 | 0.14 | 0.081 | 0.027 | 0.085 |
| Sydney | 5 | -16 | -19 | 27 | 21 | 4530 | 15 | 123 | 1200 | 1.36 | 1475 | 300 | 2.3 | 0.6 | 0.46 | 0.59 | 0.19 | 0.13 | 0.077 | 0.024 | 0.070 |
| Tatamagouche | 25 | -20 | -23 | 27 | 21 | 4380 | 18 | 118 | 875 | 1.05 | 1150 | 260 | 2.2 | 0.6 | 0.43 | 0.55 | 0.18 | 0.12 | 0.073 | 0.025 | 0.056 |
| Truro | 25 | -20 | -22 | 27 | 21 | 4500 | 18 | 118 | 1000 | 1.16 | 1175 | 240 | 2.0 | 0.6 | 0.37 | 0.48 | 0.21 | 0.14 | 0.079 | 0.026 | 0.076 |
| Wolfville | 35 | -19 | -21 | 28 | 21 | 4140 | 17 | 118 | 975 | 1.13 | 1175 | 260 | 2.4 | 0.6 | 0.42 | 0.54 | 0.22 | 0.14 | 0.080 | 0.026 | 0.088 |
| Yarmouth | 10 | -14 | -16 | 22 | 19 | 3990 | 19 | 135 | 1125 | 1.32 | 1260 | 280 | 1.8 | 0.6 | 0.43 | 0.56 | 0.22 | 0.14 | 0.083 | 0.027 | 0.082 |
| Prince Edward Island | |||||||||||||||||||||
| Charlottetown | 5 | -20 | -22 | 26 | 21 | 4460 | 16 | 107 | 900 | 1.09 | 1150 | 350 | 2.7 | 0.6 | 0.43 | 0.56 | 0.15 | 0.11 | 0.070 | 0.024 | 0.049 |
| Souris | 5 | -19 | -21 | 27 | 21 | 4550 | 15 | 112 | 950 | 1.14 | 1130 | 350 | 2.7 | 0.6 | 0.45 | 0.58 | 0.14 | 0.11 | 0.067 | 0.023 | 0.044 |
| Summerside | 10 | -20 | -22 | 27 | 21 | 4600 | 16 | 112 | 825 | 1.03 | 1060 | 350 | 3.1 | 0.6 | 0.47 | 0.60 | 0.17 | 0.12 | 0.074 | 0.026 | 0.050 |
| Tignish | 10 | -20 | -22 | 27 | 21 | 4770 | 16 | 96 | 800 | 1.01 | 1100 | 350 | 3.2 | 0.6 | 0.51 | 0.66 | 0.19 | 0.13 | 0.077 | 0.027 | 0.055 |
| Newfoundland | |||||||||||||||||||||
| Argentia | 15 | -12 | -14 | 21 | 18 | 4600 | 15 | 107 | 1250 | 1.47 | 1400 | 400 | 2.4 | 0.7 | 0.58 | 0.75 | 0.17 | 0.12 | 0.074 | 0.024 | 0.060 |
| Bonavista | 15 | -14 | -16 | 24 | 19 | 5000 | 18 | 96 | 825 | 1.11 | 1010 | 400 | 2.8 | 0.6 | 0.65 | 0.84 | 0.16 | 0.11 | 0.072 | 0.024 | 0.056 |
| Buchans | 255 | -24 | -27 | 27 | 20 | 5250 | 13 | 107 | 850 | 1.04 | 1125 | 200 | 4.7 | 0.6 | 0.47 | 0.60 | 0.13 | 0.090 | 0.058 | 0.020 | 0.044 |
| Cape Harrison | 5 | -29 | -31 | 26 | 16 | 6900 | 10 | 106 | 475 | 0.94 | 950 | 350 | 6.3 | 0.4 | 0.47 | 0.60 | 0.22 | 0.17 | 0.082 | 0.027 | 0.079 |
| Cape Race | 5 | -11 | -13 | 19 | 18 | 4900 | 18 | 130 | 1425 | 1.66 | 1550 | 400 | 2.3 | 0.7 | 0.81 | 1.05 | 0.20 | 0.14 | 0.084 | 0.027 | 0.071 |
| Channel-Port aux Basques | 5 | -13 | -15 | 19 | 18 | 5000 | 13 | 123 | 1175 | 1.43 | 1520 | 450 | 3.0 | 0.7 | 0.60 | 0.78 | 0.14 | 0.10 | 0.064 | 0.022 | 0.048 |
| Corner Brook | 35 | -16 | -18 | 26 | 20 | 4760 | 13 | 91 | 875 | 1.08 | 1190 | 300 | 3.7 | 0.6 | 0.43 | 0.55 | 0.12 | 0.087 | 0.056 | 0.019 | 0.043 |
| Gander | 125 | -18 | -20 | 27 | 20 | 5110 | 18 | 91 | 775 | 1.01 | 1180 | 280 | 3.7 | 0.6 | 0.47 | 0.60 | 0.14 | 0.10 | 0.065 | 0.022 | 0.047 |
| Grand Bank | 5 | -14 | -15 | 20 | 18 | 4550 | 15 | 123 | 1350 | 1.58 | 1525 | 400 | 2.4 | 0.7 | 0.57 | 0.74 | 0.19 | 0.13 | 0.079 | 0.025 | 0.063 |
| Grand Falls | 60 | -26 | -29 | 27 | 20 | 5020 | 15 | 86 | 775 | 0.97 | 1030 | 240 | 3.4 | 0.6 | 0.47 | 0.60 | 0.13 | 0.093 | 0.061 | 0.020 | 0.045 |
| Happy Valley-Goose Bay | 15 | -31 | -32 | 27 | 19 | 6670 | 18 | 80 | 575 | 0.83 | 960 | 160 | 5.3 | 0.4 | 0.33 | 0.42 | 0.13 | 0.091 | 0.057 | 0.020 | 0.045 |
| Labrador City | 550 | -36 | -38 | 24 | 17 | 7710 | 15 | 70 | 500 | 0.82 | 880 | 140 | 4.3 | 0.3 | 0.31 | 0.40 | 0.095 | 0.076 | 0.048 | 0.019 | 0.036 |
| St. Anthony | 10 | -25 | -27 | 22 | 18 | 6440 | 13 | 86 | 800 | 1.07 | 1280 | 450 | 5.1 | 0.6 | 0.67 | 0.87 | 0.14 | 0.10 | 0.065 | 0.022 | 0.048 |
| St. John's | 65 | -15 | -16 | 24 | 20 | 4800 | 18 | 118 | 1200 | 1.41 | 1575 | 400 | 2.9 | 0.7 | 0.60 | 0.78 | 0.17 | 0.12 | 0.076 | 0.025 | 0.057 |
| Stephenville | 25 | -16 | -18 | 24 | 19 | 4850 | 14 | 102 | 1000 | 1.19 | 1275 | 350 | 3.5 | 0.6 | 0.45 | 0.58 | 0.12 | 0.091 | 0.058 | 0.020 | 0.043 |
| Twin Falls | 425 | -35 | -37 | 24 | 17 | 7790 | 15 | 70 | 500 | 0.85 | 950 | 120 | 4.6 | 0.4 | 0.31 | 0.40 | 0.095 | 0.068 | 0.040 | 0.016 | 0.036 |
| Wabana | 75 | -15 | -17 | 24 | 20 | 4750 | 18 | 112 | 1125 | 1.34 | 1500 | 400 | 3.0 | 0.7 | 0.58 | 0.75 | 0.17 | 0.12 | 0.075 | 0.025 | 0.056 |
| Wabush | 550 | -36 | -38 | 24 | 17 | 7710 | 15 | 70 | 500 | 0.82 | 880 | 140 | 4.3 | 0.3 | 0.31 | 0.40 | 0.095 | 0.077 | 0.048 | 0.019 | 0.036 |
| Yukon | |||||||||||||||||||||
| Aishihik | 920 | -44 | -46 | 23 | 15 | 7500 | 8 | 43 | 190 | 0.57 | 275 | 40 | 1.9 | 0.1 | 0.29 | 0.38 | 0.27 | 0.20 | 0.13 | 0.076 | 0.14 |
| Dawson | 330 | -50 | -51 | 26 | 16 | 8120 | 10 | 49 | 200 | 0.57 | 350 | 40 | 2.7 | 0.1 | 0.24 | 0.31 | 0.54 | 0.34 | 0.17 | 0.094 | 0.25 |
| Destruction Bay | 815 | -43 | -45 | 23 | 14 | 7800 | 8 | 49 | 190 | 0.62 | 300 | 80 | 1.6 | 0.1 | 0.47 | 0.60 | 0.73 | 0.49 | 0.27 | 0.15 | 0.33 |
| Faro | 670 | -46 | -47 | 25 | 16 | 7300 | 10 | 33 | 215 | 0.58 | 315 | 40 | 2.3 | 0.1 | 0.27 | 0.35 | 0.21 | 0.13 | 0.067 | 0.040 | 0.11 |
| Haines Junction | 600 | -45 | -47 | 24 | 14 | 7100 | 8 | 51 | 145 | 0.56 | 315 | 180 | 2.2 | 0.1 | 0.26 | 0.34 | 0.72 | 0.47 | 0.27 | 0.15 | 0.33 |
| Snag | 595 | -51 | -53 | 23 | 16 | 8300 | 8 | 59 | 290 | 0.57 | 350 | 40 | 2.2 | 0.1 | 0.24 | 0.31 | 0.61 | 0.40 | 0.22 | 0.12 | 0.28 |
| Teslin | 690 | -42 | -44 | 24 | 15 | 6770 | 10 | 38 | 200 | 0.51 | 340 | 40 | 2.9 | 0.1 | 0.26 | 0.34 | 0.19 | 0.11 | 0.065 | 0.041 | 0.099 |
| Watson Lake | 685 | -46 | -48 | 26 | 16 | 7470 | 10 | 54 | 250 | 0.55 | 410 | 60 | 3.1 | 0.1 | 0.27 | 0.35 | 0.45 | 0.26 | 0.12 | 0.067 | 0.22 |
| Whitehorse | 655 | -41 | -43 | 25 | 15 | 6580 | 8 | 43 | 170 | 0.49 | 275 | 40 | 1.8 | 0.1 | 0.29 | 0.38 | 0.22 | 0.15 | 0.10 | 0.060 | 0.11 |
| Northwest Territories | |||||||||||||||||||||
| Aklavik | 5 | -42 | -44 | 26 | 17 | 9600 | 6 | 49 | 115 | 0.67 | 250 | 60 | 2.3 | 0.1 | 0.37 | 0.48 | 0.18 | 0.12 | 0.060 | 0.035 | 0.11 |
| Echo Bay / Port Radium | 195 | -42 | -44 | 22 | 16 | 9300 | 8 | 60 | 160 | 0.70 | 250 | 80 | 3.0 | 0.1 | 0.41 | 0.53 | 0.095 | 0.057 | 0.026 | 0.009 | 0.036 |
| Fort Good Hope | 100 | -43 | -45 | 28 | 18 | 8700 | 9 | 60 | 140 | 0.60 | 280 | 80 | 2.9 | 0.1 | 0.34 | 0.44 | 0.15 | 0.10 | 0.059 | 0.036 | 0.080 |
| Fort McPherson | 25 | -44 | -46 | 26 | 17 | 9150 | 6 | 50 | 145 | 0.67 | 315 | 60 | 2.3 | 0.1 | 0.31 | 0.40 | 0.44 | 0.27 | 0.13 | 0.078 | 0.21 |
| Fort Providence | 150 | -40 | -43 | 28 | 18 | 7620 | 10 | 71 | 210 | 0.56 | 350 | 100 | 2.4 | 0.1 | 0.27 | 0.35 | 0.095 | 0.057 | 0.026 | 0.011 | 0.036 |
| Fort Resolution | 160 | -40 | -42 | 26 | 18 | 7750 | 10 | 60 | 175 | 0.61 | 300 | 140 | 2.3 | 0.1 | 0.30 | 0.39 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Fort Simpson | 120 | -42 | -44 | 28 | 19 | 7660 | 12 | 76 | 225 | 0.56 | 360 | 80 | 2.3 | 0.1 | 0.30 | 0.39 | 0.11 | 0.080 | 0.047 | 0.029 | 0.059 |
| Fort Smith | 205 | -41 | -43 | 28 | 19 | 7300 | 10 | 65 | 250 | 0.56 | 350 | 80 | 2.3 | 0.2 | 0.30 | 0.39 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Hay River | 45 | -38 | -41 | 27 | 18 | 7550 | 10 | 60 | 200 | 0.62 | 150 | 140 | 2.4 | 0.1 | 0.27 | 0.35 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Holman/Ulukhaq-tuuq | 10 | -39 | -41 | 18 | 12 | 10700 | 3 | 44 | 80 | 0.93 | 250 | 120 | 2.1 | 0.1 | 0.66 | 0.86 | 0.095 | 0.057 | 0.027 | 0.009 | 0.036 |
| Inuvik | 45 | -43 | -45 | 26 | 17 | 9600 | 6 | 49 | 115 | 0.67 | 425 | 60 | 2.3 | 0.1 | 0.37 | 0.48 | 0.10 | 0.069 | 0.041 | 0.026 | 0.060 |
| Mould Bay | 5 | -44 | -46 | 11 | 8 | 12900 | 3 | 33 | 25 | 0.94 | 100 | 140 | 1.5 | 0.1 | 0.45 | 0.58 | 0.32 | 0.16 | 0.084 | 0.024 | 0.16 |
| Norman Wells | 65 | -43 | -45 | 28 | 18 | 8510 | 9 | 60 | 165 | 0.57 | 320 | 80 | 2.7 | 0.1 | 0.34 | 0.44 | 0.51 | 0.31 | 0.16 | 0.086 | 0.24 |
| Rae-Edzo | 160 | -42 | -44 | 25 | 17 | 8300 | 10 | 60 | 175 | 0.59 | 275 | 80 | 2.3 | 0.1 | 0.36 | 0.47 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Tungsten | 1340 | -49 | -51 | 26 | 16 | 7700 | 10 | 44 | 315 | 0.75 | 640 | 40 | 4.3 | 0.1 | 0.34 | 0.44 | 0.51 | 0.31 | 0.16 | 0.087 | 0.24 |
| Wrigley | 80 | -42 | -44 | 28 | 18 | 8050 | 10 | 54 | 220 | 0.58 | 350 | 80 | 2.8 | 0.1 | 0.30 | 0.39 | 0.51 | 0.31 | 0.15 | 0.082 | 0.24 |
| Yellowknife | 160 | -41 | -44 | 25 | 17 | 8170 | 10 | 60 | 175 | 0.58 | 275 | 100 | 2.2 | 0.1 | 0.36 | 0.47 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Nunavut | |||||||||||||||||||||
| Alert | 5 | -43 | -44 | 13 | 8 | 13030 | 3 | 22 | 20 | 0.95 | 150 | 100 | 1.6 | 0.1 | 0.58 | 0.75 | 0.095 | 0.057 | 0.027 | 0.009 | 0.036 |
| Arctic Bay | 15 | -42 | -44 | 14 | 10 | 11900 | 3 | 38 | 60 | 0.90 | 150 | 160 | 2.1 | 0.1 | 0.43 | 0.55 | 0.16 | 0.12 | 0.081 | 0.028 | 0.053 |
| Arviat / Eskimo Point | 5 | -40 | -41 | 22 | 16 | 9850 | 8 | 65 | 225 | 0.85 | 300 | 240 | 2.9 | 0.2 | 0.45 | 0.58 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Baker Lake | 5 | -42 | -44 | 23 | 15 | 10700 | 5 | 55 | 160 | 0.84 | 260 | 180 | 2.9 | 0.2 | 0.42 | 0.54 | 0.095 | 0.057 | 0.027 | 0.008 | 0.036 |
| Cambridge Bay/Iqaluktuuttiaq | 15 | -41 | -44 | 18 | 13 | 11670 | 4 | 38 | 70 | 0.89 | 140 | 100 | 1.6 | 0.1 | 0.42 | 0.54 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Chesterfield Inlet/Igluligaarjuk | 10 | -40 | -41 | 20 | 14 | 10500 | 5 | 60 | 175 | 0.88 | 270 | 240 | 3.0 | 0.2 | 0.43 | 0.56 | 0.14 | 0.077 | 0.044 | 0.012 | 0.048 |
| Clyde River /Kanngiqtugaapik | 5 | -40 | -42 | 14 | 10 | 11300 | 5 | 44 | 55 | 0.90 | 225 | 220 | 3.5 | 0.2 | 0.56 | 0.72 | 0.49 | 0.32 | 0.18 | 0.058 | 0.24 |
| Coppermine (Kugluktuk) | 10 | -41 | -43 | 23 | 16 | 10300 | 6 | 65 | 140 | 0.84 | 150 | 80 | 2.6 | 0.1 | 0.36 | 0.46 | 0.095 | 0.057 | 0.026 | 0.008 | 0.036 |
| Coral Harbour /Salliq | 15 | -41 | -42 | 20 | 14 | 10720 | 5 | 65 | 150 | 0.87 | 280 | 200 | 3.8 | 0.2 | 0.54 | 0.69 | 0.20 | 0.10 | 0.056 | 0.015 | 0.10 |
| Eureka | 5 | -47 | -48 | 12 | 8 | 13500 | 3 | 27 | 25 | 0.95 | 70 | 100 | 1.6 | 0.1 | 0.43 | 0.55 | 0.29 | 0.13 | 0.071 | 0.022 | 0.15 |
| Iqaluit | 45 | -40 | -41 | 17 | 12 | 9980 | 5 | 58 | 200 | 0.86 | 433 | 200 | 2.9 | 0.2 | 0.45 | 0.58 | 0.12 | 0.093 | 0.059 | 0.020 | 0.036 |
| Isachsen | 10 | -46 | -48 | 12 | 9 | 13600 | 3 | 27 | 25 | 0.95 | 75 | 140 | 1.6 | 0.1 | 0.47 | 0.60 | 0.36 | 0.21 | 0.10 | 0.034 | 0.15 |
| Nottingham Island | 30 | -37 | -39 | 16 | 13 | 10000 | 5 | 54 | 175 | 0.88 | 325 | 200 | 4.5 | 0.2 | 0.60 | 0.78 | 0.20 | 0.10 | 0.054 | 0.015 | 0.10 |
| Rankin Inlet (Kangiqiniq) | 10 | -41 | -42 | 21 | 15 | 10500 | 5 | 65 | 180 | 0.87 | 250 | 240 | 3.0 | 0.2 | 0.47 | 0.60 | 0.095 | 0.057 | 0.031 | 0.009 | 0.036 |
| Resolute | 25 | -42 | -43 | 11 | 9 | 12360 | 3 | 27 | 50 | 0.93 | 140 | 180 | 1.7 | 0.1 | 0.54 | 0.69 | 0.30 | 0.15 | 0.083 | 0.025 | 0.15 |
| Resolution Island | 5 | -32 | -34 | 12 | 10 | 9000 | 5 | 71 | 240 | 0.89 | 550 | 200 | 5.2 | 0.2 | 0.95 | 1.23 | 0.40 | 0.21 | 0.11 | 0.033 | 0.20 |
| Table C-3Locations in British Columbia Requiring Radon Rough-Ins (see Article 9.13.4.2.)(1) Forming part of Appendix C | |
| Location | Radon Area 1 or 2 |
| 100 Mile House | 1 |
| Abbotsford | 2 |
| Agassiz | 2 |
| Alberni | 2 |
| Ashcroft | 1 |
| Atlin | 1 |
| Bamfield | 2 |
| Barriere | 1 |
| Beatton River | 2 |
| Bella Bella | 2 |
| Bella Coola | 2 |
| Brackendale | 2 |
| Burns Lake | 1 |
| Cache Creek | 1 |
| Campbell River | 2 |
| Carmi | 1 |
| Castlegar | 1 |
| Chetwynd | 1 |
| Chilliwack | 2 |
| Clearwater | 1 |
| Comox | 2 |
| Coquitlam | 2 |
| Courtenay | 2 |
| Cranbrook | 1 |
| Crescent Valley | 1 |
| Crofton | 2 |
| Dawson Creek | 1 |
| Dease Lake | 1 |
| Delta | 2 |
| Dog Creek | 1 |
| Duncan | 2 |
| Elko | 1 |
| Fernie | 1 |
| Fort Nelson | 1 |
| Fort St. John | 1 |
| Garibaldi | 2 |
| Genelle | 1 |
| Glacier | 1 |
| Gold River | 2 |
| Golden | 1 |
| Grand Forks | 1 |
| Greenwood | 1 |
| Hope | 2 |
| Invermere | 1 |
| Jordan River | 2 |
| Kamloops | 1 |
| Kaslo | 1 |
| Kelowna | 1 |
| Kimberley | 1 |
| Kitimat Plant | 2 |
| Kitimat Townsite | 2 |
| Ladysmith | 2 |
| Langford | 2 |
| Lillooet | 2 |
| Little Fort | 1 |
| Lytton | 1 |
| Mackenzie | 1 |
| Masset | 2 |
| McBride | 1 |
| McLeod Lake | 1 |
| Merritt | 1 |
| Mission City | 2 |
| Montrose | 1 |
| Nakusp | 1 |
| Nanaimo | 2 |
| Nelson | 1 |
| Ocean Falls | 2 |
| Osoyoos | 1 |
| Parksville | 2 |
| Pemberton | 2 |
| Penticton | 1 |
| Port Alberni | 2 |
| Port Alice | 2 |
| Port Clements | 2 |
| Port Hardy | 2 |
| Port McNeill | 2 |
| Port Moody | 2 |
| Port Renfrew | 2 |
| Powell River | 2 |
| Prince George | 1 |
| Prince Rupert | 2 |
| Princeton | 1 |
| Qualicum Beach | 2 |
| Queen Charlotte City | 2 |
| Quesnel | 1 |
| Revelstoke | 1 |
| Rossland | 1 |
| Salmon Arm | 1 |
| Sandspit | 2 |
| Sechelt | 2 |
| Sidney | 2 |
| Smith River | 1 |
| Smithers | 1 |
| Sooke | 2 |
| Squamish | 2 |
| Stewart | 1 |
| Tahsis | 2 |
| Taylor | 1 |
| Terrace | 1 |
| Tofino | 2 |
| Trail | 1 |
| Ucluelet | 2 |
| Valemont | 1 |
| Vavenby | 1 |
| Vancouver Region | |
| Burnaby (Simon Fraser Univ.) | 2 |
| Cloverdale | 2 |
| Haney | 2 |
| Ladner | 2 |
| Langley | 2 |
| New Westminster | 2 |
| North Vancouver | 2 |
| Richmond | 2 |
| Surrey (88 Ave & 156 St.) | 2 |
| Vancouver (City Hall) | 2 |
| Vancouver (Granville & 41 Ave) | 2 |
| West Vancouver | 2 |
| Vernon | 1 |
| Victoria Region | |
| Victoria (Gonzales Hts) | 2 |
| Victoria (Mt. Tolmie) | 2 |
| Victoria | 2 |
| Whistler | 2 |
| White Rock | 2 |
| Williams Lake | 1 |
| Youbou | 2 |
| Table C-4Required Performance of Windows and Doors in Part 9 Buildings Forming part of Appendix C | ||||||||
| Location | Climatic Data | Specified Loads | NAFS | |||||
| 1/5 DRWP | 1/50 HWP | DRWP | Wind Load | Required Fenestration Performance | ||||
| Pa | kPA | Pa | Pa | (psf) | DP | PG | Water Resist. | |
| Vancouver - Burnaby (Simon Fraser Univ.) | 160 | 0.47 | 160 | 952 | 19.88 | 960 | 20 | 180 |
| Vancouver - North Vancouver | 160 | 0.45 | 160 | 911 | 19.03 | 960 | 20 | 180 |
| Vancouver - Richmond | 160 | 0.45 | 160 | 911 | 19.03 | 960 | 20 | 180 |
| West Vancouver | 160 | 0.48 | 160 | 972 | 20.30 | 1200 | 25 | 180 |
BC2012 2015-12-11 R8
Appendix A — Division B
Climatic and Seismic Information for Building Design in Canada
| Table Required Performance of Windows and Doors in Part 9 Buildings Forming part of Appendix C |
||||||||
| Location | Climatic Data | Specified Loads | NAFS | |||||
| 1/5 DRWP | 1/50 HWP | DRWP | Wind Load | Required Fenestration Performance | ||||
| Pa | kPA |
Pa | Pa | (psf) | DP | PG | Water Resist. | |
| 100 Mile House | 60 | 0.35 | 60 | 709 | 14.80 | 720 | 15 | 140 |
| Abbotsford | 160 | 0.44 | 160 | 891 | 18.61 | 960 | 20 | 180 |
| Agassiz | 160 | 0.47 | 160 | 952 | 19.88 | 960 | 20 | 180 |
| Alberni | 220 | 0.32 | 220 | 648 | 13.53 | 720 | 15 | 220 |
| Ashcroft | 80 | 0.38 | 80 | 770 | 16.07 | 960 | 20 | 150 |
| Bamfield | 280 | 0.50 | 280 | 1013 | 21.15 | 1200 | 25 | 290 |
| Beatton River | 80 | 0.30 | 80 | 608 | 12.69 | 720 | 15 | 140 |
| Bella Bella | 350 | 0.50 | 350 | 1013 | 21.15 | 1200 | 25 | 360 |
| Bella Coola | 350 | 0.39 | 350 | 790 | 16.49 | 960 | 20 | 360 |
| Burns Lake | 100 | 0.39 | 100 | 790 | 16.49 | 960 | 20 | 150 |
| Cache Creek | 80 | 0.39 | 80 | 790 | 16.49 | 960 | 20 | 150 |
| Campbell River | 260 | 0.52 | 260 | 1053 | 21.99 | 1200 | 25 | 260 |
| Carmi | 60 | 0.38 | 60 | 770 | 16.07 | 960 | 20 | 150 |
| Castlegar | 60 | 0.34 | 60 | 689 | 14.38 | 720 | 15 | 140 |
| Chetwynd | 60 | 0.40 | 60 | 810 | 16.92 | 960 | 20 | 150 |
| Chilliwack | 160 | 0.47 | 160 | 952 | 19.88 | 960 | 20 | 180 |
| Comox | 260 | 0.52 | 260 | 1053 | 21.99 | 1200 | 25 | 260 |
| Courtenay | 260 | 0.52 | 260 | 1053 | 21.99 | 1200 | 25 | 260 |
| Cranbrook | 100 | 0.33 | 100 | 668 | 13.96 | 720 | 15 | 140 |
| Crescent Valley | 80 | 0.33 | 80 | 668 | 13.96 | 720 | 15 | 140 |
| Crofton | 160 | 0.40 | 160 | 810 | 16.92 | 960 | 20 | 180 |
| Dawson Creek | 100 | 0.40 | 100 | 810 | 16.92 | 960 | 20 | 150 |
| Dease Lake | 380 | 0.30 | 380 | 608 | 12.69 | 720 | 15 | 400 |
| Dog Creek | 100 | 0.35 | 100 | 709 | 14.80 | 720 | 15 | 140 |
| Duncan | 180 | 0.39 | 180 | 790 | 16.49 | 960 | 20 | 180 |
| Elko | 100 | 0.40 | 100 | 810 | 16.92 | 960 | 20 | 150 |
| Fernie | 100 | 0.40 | 100 | 810 | 16.92 | 960 | 20 | 150 |
| Fort Nelson | 80 | 0.30 | 80 | 608 | 12.69 | 720 | 15 | 140 |
| Fort St. John | 100 | 0.39 | 100 | 790 | 16.49 | 960 | 20 | 150 |
| Glacier | 80 | 0.32 | 80 | 648 | 13.53 | 720 | 15 | 140 |
| Gold River | 250 | 0.32 | 250 | 648 | 13.53 | 720 | 15 | 260 |
| Golden | 100 | 0.35 | 100 | 709 | 14.80 | 720 | 15 | 140 |
| Grand Forks | 80 | 0.40 | 80 | 810 | 16.92 | 960 | 20 | 150 |
| Greenwood | 80 | 0.40 | 80 | 810 | 16.92 | 960 | 20 | 150 |
| Hope | 140 | 0.63 | 140 | 1276 | 26.64 | 1440 | 30 | 220 |
| Jordan River | 250 | 0.55 | 250 | 1114 | 23.26 | 1200 | 25 | 260 |
| Kamloops | 80 | 0.40 | 80 | 810 | 16.92 | 960 | 20 | 150 |
| Kaslo | 80 | 0.31 | 80 | 628 | 13.11 | 720 | 15 | 140 |
| Kelowna | 80 | 0.40 | 80 | 810 | 16.92 | 960 | 20 | 150 |
| Kimberley | 100 | 0.33 | 100 | 668 | 13.96 | 720 | 15 | 140 |
| Kitimat Plant | 220 | 0.48 | 220 | 972 | 20.30 | 1200 | 25 | 220 |
| Kitimat Townsite | 220 | 0.48 | 220 | 972 | 20.30 | 1200 | 25 | 220 |
| Ladysmith | 180 | 0.40 | 180 | 810 | 16.92 | 960 | 20 | 180 |
| Langford | 220 | 0.40 | 220 | 810 | 16.92 | 960 | 20 | 220 |
| Lillooet | 100 | 0.44 | 100 | 891 | 18.61 | 960 | 20 | 150 |
| Lytton | 80 | 0.43 | 80 | 871 | 18.19 | 960 | 20 | 150 |
| Mackenzie | 60 | 0.32 | 60 | 648 | 13.53 | 720 | 15 | 140 |
| Masset | 400 | 0.61 | 400 | 1235 | 25.80 | 1440 | 30 | 400 |
| McBride | 60 | 0.35 | 60 | 709 | 14.80 | 720 | 15 | 140 |
| McLeod Lake | 60 | 0.32 | 60 | 648 | 13.53 | 720 | 15 | 140 |
| Merritt | 80 | 0.44 | 80 | 891 | 18.61 | 960 | 20 | 150 |
| Mission City | 160 | 0.43 | 160 | 871 | 18.19 | 960 | 20 | 180 |
| Montrose | 60 | 0.35 | 60 | 709 | 14.80 | 720 | 15 | 140 |
| Nakusp | 60 | 0.33 | 60 | 668 | 13.96 | 720 | 15 | 140 |
| Nanaimo | 200 | 0.50 | 200 | 1013 | 21.15 | 1200 | 25 | 220 |
| Nelson | 60 | 0.33 | 60 | 668 | 13.96 | 720 | 15 | 140 |
| Ocean Falls | 350 | 0.59 | 350 | 1195 | 24.95 | 1200 | 25 | 360 |
| Osoyoos | 60 | 0.40 | 60 | 810 | 16.92 | 960 | 20 | 150 |
| Parksville | 200 | 0.50 | 200 | 1013 | 21.15 | 1200 | 25 | 220 |
| Penticton | 60 | 0.45 | 60 | 911 | 19.03 | 960 | 20 | 150 |
| Port Alberni | 240 | 0.32 | 240 | 648 | 13.53 | 720 | 15 | 260 |
| Port Alice | 220 | 0.32 | 220 | 648 | 13.53 | 720 | 15 | 220 |
| Port Hardy | 220 | 0.52 | 220 | 1053 | 21.99 | 1200 | 25 | 220 |
| Port McNeill | 260 | 0.52 | 260 | 1053 | 21.99 | 1200 | 25 | 260 |
| Port Renfrew | 270 | 0.52 | 270 | 1053 | 21.99 | 1200 | 25 | 290 |
| Powell River | 220 | 0.51 | 220 | 1033 | 21.57 | 1200 | 25 | 220 |
| Prince George | 80 | 0.37 | 80 | 749 | 15.65 | 960 | 20 | 150 |
| Prince Rupert | 240 | 0.54 | 240 | 1094 | 22.84 | 1200 | 25 | 260 |
| Princeton | 80 | 0.36 | 80 | 729 | 15.23 | 960 | 20 | 150 |
| Qualicum Beach | 200 | 0.53 | 200 | 1073 | 22.42 | 1200 | 25 | 220 |
| Queen Charlotte City | 360 | 0.61 | 360 | 1235 | 25.80 | 1440 | 30 | 360 |
| Quesnel | 80 | 0.31 | 80 | 628 | 13.11 | 720 | 15 | 140 |
| Revelstoke | 80 | 0.32 | 80 | 648 | 13.53 | 720 | 15 | 140 |
| Salmon Arm | 80 | 0.39 | 80 | 790 | 16.49 | 960 | 20 | 150 |
| Sandspit | 500 | 0.78 | 500 | 1580 | 32.99 | 1680 | 35 | 510 |
| Sechelt | 160 | 0.48 | 160 | 972 | 20.30 | 1200 | 25 | 180 |
| Sidney | 160 | 0.42 | 160 | 851 | 17.76 | 960 | 20 | 180 |
| Smith River | 40 | 0.30 | 40 | 608 | 12.69 | 720 | 15 | 140 |
| Smithers | 120 | 0.40 | 120 | 810 | 16.92 | 960 | 20 | 150 |
| Sooke | 220 | 0.48 | 220 | 972 | 20.30 | 1200 | 25 | 220 |
| Squamish | 160 | 0.50 | 160 | 1013 | 21.15 | 1200 | 25 | 180 |
| Stewart | 180 | 0.36 | 180 | 729 | 15.23 | 960 | 20 | 180 |
| Tahsis | 300 | 0.34 | 300 | 689 | 14.38 | 720 | 15 | 330 |
| Taylor | 100 | 0.40 | 100 | 810 | 16.92 | 960 | 20 | 150 |
| Terrace | 200 | 0.36 | 200 | 729 | 15.23 | 960 | 20 | 220 |
| Tofino | 300 | 0.68 | 300 | 1377 | 28.76 | 1440 | 30 | 330 |
| Trail | 60 | 0.35 | 60 | 709 | 14.80 | 720 | 15 | 140 |
| Ucluelet | 280 | 0.68 | 280 | 1377 | 28.76 | 1440 | 30 | 290 |
| Vancouver Region | ||||||||
| Vancouver - Burnaby (Simon Fraser Univ.) | 160 | 0.47 | 160 | 952 | 19.88 | 960 | 20 | 180 |
| Vancouver - Cloverdale | 160 | 0.44 | 160 | 891 | 18.61 | 960 | 20 | 180 |
| Vancouver - Haney | 160 | 0.44 | 160 | 891 | 18.61 | 960 | 20 | 180 |
| Vancouver - Ladner | 160 | 0.46 | 160 | 932 | 19.45 | 960 | 20 | 180 |
| Vancouver - Langley | 160 | 0.44 | 160 | 891 | 18.61 | 960 | 20 | 180 |
| Vancouver - New Westminster | 160 | 0.44 | 160 | 891 | 18.61 | 960 | 20 | 180 |
| Vancouver - North Vancouver | 160 | 0.45 | 160 | 911 | 19.03 | 960 | 20 | 180 |
| Vancouver - Richmond | 160 | 0.45 | 160 | 911 | 19.03 | 960 | 20 | 180 |
| Vancouver - Surrey (88 Ave. & 156 St.) | 160 | 0.44 | 160 | 891 | 18.61 | 960 | 20 | 180 |
| West Vancouver | 160 | 0.48 | 160 | 972 | 20.30 | 1200 | 25 | 180 |
| Vernon | 80 | 0.40 | 80 | 810 | 16.92 | 960 | 20 | 150 |
| Victoria Region | ||||||||
| Victoria (Gonzales Hts) | 220 | 0.57 | 220 | 1154 | 24.11 | 1200 | 25 | 220 |
| Victoria (Mt Tolmie) | 220 | 0.63 | 220 | 1276 | 26.64 | 1440 | 30 | 220 |
| Victoria | 220 | 0.57 | 220 | 1154 | 24.11 | 1200 | 25 | 220 |
| Whistler | 160 | 0.32 | 160 | 648 | 13.53 | 720 | 15 | 180 |
| White Rock | 160 | 0.44 | 160 | 891 | 18.61 | 960 | 20 | 180 |
| Williams Lake | 80 | 0.35 | 80 | 709 | 14.80 | 720 | 15 | 140 |
| Youbou | 200 | 0.32 | 200 | 648 | 13.53 | 720 | 15 | 220 |