OBC DIVISION B · PART 7 — PLUMBINGUpdated for the 2024 Ontario Building Code
Section 7.5 — Venting Systems
Full text of Section 7.5 (Venting Systems) — Division B, Part 7 (Plumbing) of the 2024 Ontario Building Code, with every article reproduced below.
7.5.1.Vent Pipes for Traps
7.5.1.1.Venting for Traps permalink →
(1) Except as provided in Sentences (3) and (4), traps shall be protected by a vent pipe.
(2) Drainage systems may require additional protection as provided in Subsections 7.5.4. and 7.5.5. by the installation
of
(a) branch vents,
(b) vent stacks,
(c) stack vents,
(d) vent headers,
(e) fresh air inlets,
(f) relief vents,
(g) circuit vents,
(h) yoke vents,
(i) offset relief vents,
(j) additional circuit vents,
(k) wet vents,
(l) individual vents,
(m) dual vents, or
(n) continuous vents.
(3) A trap that serves a floor drain or hub drain need not be protected by a vent pipe separately where
(a) the nominal pipe size of the trap is not less than NPS 3,
(b) the length of the fixture drain is not less than 450 mm,
(c) the fall on the fixture drain does not exceed its nominal pipe size.
(4) A trap need not be protected by a vent pipe
(a) where it serves
(i) a subsoil drainage pipe, or
(ii) a storm drainage system, or
(b) where it forms part of an indirect drainage system. (See also Clause 7.4.2.3.(2)(b))
7.5.2.Wet Venting
(1) A sanitary drainage pipe is permitted to serve as a wet vent, provided
(a) the hydraulic load is in accordance with Table 7.5.8.1.,
(b) the number of wet-vented water closets does not exceed 2,
(c) where 2 water closets are installed, they are connected at the same level by means of a double sanitary T fitting if the
vent pipe is vertical and by means of a double Y fitting if the vent pipe is horizontal,
(d) the water closets are installed downstream of all other fixtures,
(e) trap arms and fixture drains connected to the wet vent do not exceed NPS 2, except for connections from emergency
floor drains in accordance with Sentence 7.5.1.1.(3),
(f) the total hydraulic load on the wet vent does not exceed the limits stated in Table 7.5.8.1. when separately vented
branches or fixture drains in the same storey, having a total hydraulic load not greater than 2 fixture units, are
connected to the wet vent or a wet-vented water-closet trap arm,
(g) the hydraulic load of separately vented fixtures that drain into the wet vent are not included when sizing the
continuous vent that serves the wet vent,
(h) where a wet vent extends through more than one storey, the total discharge from any one storey above the first storey
does not exceed 4 fixture units,
(i) there is not more than one nominally horizontal offset in the wet vent, and
(i) the offset does not exceed 1.2 m for pipes of NPS 2 or less, or
(ii) the offset does not exceed 2.5 m for pipes larger than NPS 2,
(j) the wet vented portion is not reduced in size except for the portion that is upstream of floor drains in accordance
with Sentence 7.5.1.1.(3),
(k) the length of the wet vent is not limited.
This provision includes a table — formatting is preserved from the source; refer to the official code for the authoritative layout.
7.5.3.Circuit Venting
7.5.3.1.Circuit Venting permalink →
(1) A section of horizontal branch may be circuit-vented provided
(a) a circuit vent is connected to it,
(b) all fixtures served by the circuit vent are located in the same storey,
(c) no stack is connected to it upstream of a circuit-vented fixture.
(2) Fixtures with fixture outlet pipes less than NPS 2 shall be separately vented or separately circuit-vented.
(3) Except as provided in Sentences (4) and (5), a relief vent shall be connected to the branch that forms part of a
circuit-vented system, downstream of the connection of the most downstream circuit-vented fixture.
(4) A sanitary drainage pipe having a hydraulic load not greater than 6 fixture units is permitted to act as a relief vent for
a branch that is circuit-vented.
(5) A symmetrically connected relief vent is permitted to serve as a combined relief vent for a maximum of 2 branches
that are circuit-vented, provided there are not more than 8 circuit-vented fixtures connected between the combined relief
vent and each circuit vent.
(6) Additional circuit vents shall be required
(a) where each cumulative horizontal change in direction of a branch served by a circuit vent exceeds 45° between vent
pipe connections, or
(b) where more than 8 circuit-vented fixtures are connected to a branch between vent pipe connections.
(7) A sanitary drainage pipe is permitted to serve as an additional circuit vent in accordance with Sentence (6),
provided the sanitary drainage pipe is sized as a wet vent in conformance with Article 7.5.8.1. and is not less than NPS 2.
(8) Connections to circuit vents and additional circuit vents in accordance with Sentence (6) shall conform to Sentence
7.5.4.5.(1).
(9) A circuit-vented branch, including the fixture drain downstream of the circuit vent connection, shall be sized in
accordance with Articles 7.4.10.7. and 7.10.4.8., except that it shall be not less than
(a) NPS 2, where traps less than NPS 2 are circuit-vented, or
(b) NPS 3, where traps of NPS 2 or larger are circuit-vented.
(10) Additional circuit vents shall be sized in accordance with Table 7.5.7.1. and Sentence 7.5.7.3.(1).
(11) The hydraulic load on a circuit vent shall include the hydraulic load from fixtures connected to the branch served by
the circuit vent, but shall not include the hydraulic load from fixtures permitted by Sentences (3), (4) and (5).
This provision includes a table — formatting is preserved from the source; refer to the official code for the authoritative layout.
7.5.4.Vent Pipes for Stacks
(1) The upper end of every stack shall terminate in a stack vent and the stack vent shall terminate in open air outside the
building, or connect directly or through a header to another stack vent or vent stack that does terminate in open air outside
the building.
(1) Except as provided in Sentence (2), every stack that drains fixtures from more than 4 storeys containing plumbing
fixtures shall have a vent stack.
(2) A stack that serves as a wet vent does not require a vent stack.
(3) The vent stack required by Sentence (1) shall be connected to a vertical section of the stack at or immediately below
the lowest sanitary drainage pipe connected to the stack.
(4) Fixtures are permitted to be connected to a vent stack, provided
(a) the total hydraulic load of the connected fixtures does not exceed 8 fixture units,
(b) at least one fixture is connected to a vertical portion of the vent stack and upstream of any other fixtures,
(c) no other fixture is connected downstream of a water closet,
(d) all fixtures are located in the lowest storey served by the vent stack, and
(e) the section of the vent pipe that acts as a wet vent conforms to the requirements regarding wet vents.
(1) Except as provided in Sentence (4), where a stack receives the discharge from fixtures located on more than 11
storeys, a yoke vent shall be installed
(a) for each section of 5 storeys or part of them counted from the top down, and
(b) at or immediately above each offset or double offset.
(2) The yoke vent shall be connected to the stack by means of a drainage fitting at or immediately below the lowest
sanitary drainage pipe from the lowest storey of the sections described in Sentence (1).
(3) The yoke vent shall connect to the vent stack at least 1 m above the floor level of the lowest storey in the section
described in Sentence (1).
(4) A yoke vent need not be installed provided the stack is interconnected with the vent stack in each storey of the section
in which fixtures are located by means of a vent pipe equal in nominal pipe size to the branch or fixture drain or NPS 2,
whichever is smaller.
7.5.4.4.Offset Relief Vents permalink →
(1) A stack that has a nominally horizontal offset more than 1.5 m long and above which the upper vertical portion of
the stack passes through more than 2 storeys and receives a hydraulic load of more than 100 fixture units shall be vented
by an offset relief vent connected to the vertical section immediately above the offset and by another offset relief vent
(a) connected to the lower vertical section at or above the highest sanitary drainage pipe connection, or
(b) extended as a vertical continuation of the lower section.
7.5.4.5.Fixtures Draining into Vent Pipes permalink →
(1) The trap arm of a fixture that has a hydraulic load of not more than 1½ fixture units may be connected to the vertical
section of a circuit vent, additional circuit vent, offset relief vent or yoke vent, provided
(a) not more than 2 fixtures are connected to the vent pipe,
(b) where 2 fixtures are connected to the vent pipe, the connection is made by means of a double sanitary T fitting, and
(c) the section of the vent pipe that acts as a wet vent is not less than NPS 2.
(See Note A-7.5.4.5.(1))
7.5.5.Miscellaneous Vent Pipes
7.5.5.1.Venting of Sanitary Sewage Sumps permalink →
(1) Every sump or tank that receives sanitary sewage shall be provided with a vent pipe that is connected to the top of
the sump or tank. (See Article 7.5.7.7. for sizing of these vents.)
7.5.5.2.Venting of Interceptors permalink →
(1) Every oil interceptor shall be provided with 2 vent pipes that
(a) connect to the interceptor at opposite ends,
(b) extend independently to open air,
(c) terminate not less than 2 m above ground and at elevations differing by at least 300 mm, and
(d) do not connect to each other or any other vent pipe.
(2) Adjacent compartments within every oil interceptor shall be connected to each other by a vent opening.
(3) Where a secondary receiver for oil is installed in conjunction with an oil interceptor, it shall be vented in accordance
with the manufacturer's recommendations, and the vent pipe shall
(a) in no case be less than NPS 1½,
(b) extend independently to open air, and
(c) terminate not less than 2 m above ground.
(4) The vent pipes referred to in Sentence (1) are permitted to be one NPS smaller than the largest connected drainage
pipe but not less than NPS 1¼, or can be sized in accordance with the manufacturer's recommendations.
(5) A vent pipe that serves an oil interceptor and is located outside a building shall be not less than NPS 3 in areas where
it may be subject to frost closure.
(6) Every grease interceptor inlet pipe shall be provided with a vent pipe
(a) within 1 500 mm of the inlet to the grease interceptor,
(b) not less than NPS 1½ for inlet pipes up to NPS 4, but not larger than NPS 2, and
(c) complete with a cleanout to provide cleaning of the vent pipe.
(7) Where an acid waste dilution tank is installed, it shall be provided with a vent pipe connected at the top of the tank
and that is sized in accordance with Article 7.5.7.7.
7.5.5.3.Venting of Drain Piping and Dilution Tanks for Corrosive Waste permalink →
(1) Venting systems for drain piping, neutralizing tanks, or dilution tanks conveying corrosive waste shall extend
independently and terminate outdoors. (See Article 7.5.7.7. for sizing of these vents.)
7.5.5.4.Fresh Air Inlets permalink →
(1) Where a building trap is installed, a fresh air inlet not less than NPS 4 shall be connected upstream and within 1.2 m
of the building trap and downstream of any other connection.
7.5.5.5.Provision for Future Installations permalink →
(1) Where provision is made for a fixture to be installed in the future, the drainage system and venting system shall be
sized accordingly and provision made for the necessary future connections.
(2) Except as required in Sentence 7.5.7.7.(2), where a plumbing system is installed in a building, every storey in which
plumbing is or may be installed, including the basement of a building, shall have extended into it or passing through it a
vent pipe that is at least NPS 1½ for the provision of future connections.
7.5.6.Arrangement of Vent Pipes
7.5.6.1.Drainage of Vent Pipes permalink →
(1) Vent pipes shall be installed without depression in which moisture can collect.
(2) Waste pipes shall be installed and back vented at the same time.
7.5.6.2.Vent Pipe Connections (See Note A-7.5.6.2.) permalink →
(1) Vent pipes in a plumbing system shall be installed so as to be direct as possible to a vent stack or open air, as the
case may be, and so that any horizontal run below the flood level of the fixture to which the vent pipe is installed is
eliminated where structurally possible.
(2) Except for wet vents, where a vent pipe is connected to a nominally horizontal sanitary drainage pipe, the
connection shall be above the horizontal centre line of the sanitary drainage pipe.
(3) Unused vent pipes installed for future connections shall be permanently capped with an end cleanout or an adapter
and plug.
7.5.6.3.Location of Vent Pipes permalink →
(1) Except as provided in Sentences (2) and (3), vent pipes that protects a fixture trap shall be located so that
(a) the developed length of the trap arm is not less than twice the NPS of the fixture drain,
(b) the total fall of the trap arm is not greater than its inside diameter, and
(c) the trap arm does not have a cumulative change in direction of more than 135°.
(2) The trap arm of water closets, of S-trap standards or of any other fixture that also discharges vertically and depends
on siphonic action for its proper functioning shall not have a cumulative change in direction of more than 225°.
(3) A vent pipe that protects a water closet or any other fixture that also depends on siphonic action for its proper
functioning shall be located so that the distance between the connections of the fixture drain to the fixture and the vent
pipe does not exceed
(a) 1 m in the vertical plane, and
(b) 3 m in the horizontal plane.
(4) The maximum length of every trap arm shall conform to Table 7.5.6.3.
Table 7.5.6.3.
Length of Trap Arm
Forming Part of Sentence 7.5.6.3.(4)
Nominal Pipe Size of Trap Served, NPS Maximum Length of Trap Arm, m Minimum Slope
1¼ 1.5 1 in 50
1½ 1.8 1 in 50
2 2.4 1 in 50
3 3.6 1 in 50
4 4.9 1 in 50
4 9.8 1 in 100
This provision includes a table — formatting is preserved from the source; refer to the official code for the authoritative layout.
7.5.6.4.Connection of Vents Above Fixtures Served permalink →
(1) Except for a wet vent, every vent pipe shall extend above the flood level rim of every fixture that it serves before
being connected to another vent pipe.
(2) No vent pipe shall be connected in such a manner that a blockage in a soil or waste pipe would cause waste to drain
through the vent pipe to the drainage system.
(1) Except as provided in Sentence (3), the upper end of every vent pipe that is not terminated in open air shall be
connected to a venting system that terminates through a roof to open air.
(2) The upper end of every vent pipe that is terminated in open air, other than a vent pipe that serves an oil interceptor
or a fresh air inlet, shall be extended above the roof.
(3) A vent pipe is permitted to be erected outside a building, provided that
(a) no single change of direction of the vent pipe exceeds 45°,
(b) all parts of the vent pipe are nominally vertical,
(c) in areas where the vent pipe may be subject to frost closure, it is increased to not less than NPS 3 before penetrating a
wall or roof, and
(d) where the building is 4 storeys or less in height, the vent pipe terminates above the roof of the building.
(4) Except for a fresh air inlet, where a vent pipe is terminated in open air, the terminal shall be located
(a) not less than 1 m above and not less than 3.5 m in any other direction from every air inlet, openable window or door,
(b) not less than 2 m above and not less than 3.5 m in any other direction from a roof that supports an occupancy,
(c) not less than 2 m above ground, and
(d) not less than 1.8 m from every property line.
(5) Where a vent pipe passes through a roof, it shall
(a) be terminated high enough to prevent the entry of roof drainage but not less than 150 mm above the roof or above the
surface of storm water, which could pond on the roof, and
(b) be provided with flashing to prevent the entry of water between the vent pipe and the roof. (See Article 7.2.10.14.)
(6) Where a vent pipe passes through a roof and may be subject to frost closure, it shall be protected from frost closure
by
(a) increasing its diameter at least one NPS, but not less than NPS 3, immediately before it penetrates the roof,
(b) insulating the pipe, or
(c) protecting it in some other manner.
(See Article 7.3.4.7.)
(7) Where a vent pipe is located 2 m or more above a roof, it shall be so constructed as to be stable and secure.
(8) Flashing shall be of material specified in Article 7.2.10.14. and on a shingled roof shall have a minimum dimension
of 500 mm by 500 mm.
(9) Where a sleeve flashing is installed on a flat roof, it shall extend at least 150 mm above the flood level and on a
sloped roof shall be at least 150 mm high on the short side.
(10) No bore of a vent stack or stack vent shall be reduced or obstructed by the installation of a flashing.
7.5.7.Minimum Size of Vent Pipes
(1) The nominal pipe size of every vent pipe shall conform to Table 7.5.7.1.
Table 7.5.7.1.
Minimum Permitted Size of Vent Pipe Based on Size of Trap Served
Forming Part of Sentences 2.5.7.1.(1) and 2.5.8.2.(1)
Nominal Pipe Size of Trap Served, NPS Minimum Nominal Pipe Size of Vent Pipe, NPS
1¼ 1¼
1½ 1¼
2 1½
3 1½
4 1½
5 2
6 2
This provision includes a table — formatting is preserved from the source; refer to the official code for the authoritative layout.
7.5.7.2.Size Restriction permalink →
(1) The nominal pipe size of a branch vent, stack vent, vent stack or vent header shall be not less than the nominal pipe
size of the vent pipe to which it is connected.
(2) Sanitary building drains shall be provided with at least one vent that is not less than NPS 3.
(3) A vent referred to in Sentence (2) shall be a soil stack if one is available and may be a vent stack or waste stack that
provides at least NPS 3 stack vent and that goes to open air above the roof, either directly or through a header.
7.5.7.3.Additional Circuit Vents and Relief Vents permalink →
(1) Except as provided in Article 7.5.7.1. and Sentence 7.5.3.1.(7), the minimum nominal pipe size of an additional
circuit vent or relief vent installed in conjunction with a circuit vent is permitted to be one NPS smaller than the required
nominal pipe size of the circuit vent, but need not be larger than NPS 2.
(2) The nominal pipe size of the sanitary drainage pipe acting as a relief vent in accordance with Sentence 7.5.3.1.(4)
shall be in conformance with Table 7.4.10.6.-A, 7.4.10.6.-B or 7.5.8.1., and Article 7.5.7.1., whichever nominal pipe size
is the largest considering the hydraulic load drained into the sanitary drainage pipe.
This provision includes a table — formatting is preserved from the source; refer to the official code for the authoritative layout.
7.5.7.4.Offset Relief Vents permalink →
(1) Except as provided in Article 7.5.7.1., the minimum nominal pipe size of an offset relief vent is permitted to be one
NPS smaller than the NPS of the stack vent..
(1) Yoke vents required by Sentence 7.5.4.3.(1) are permitted to be one NPS smaller than the NPS of the smallest pipe to
which they are connected
7.5.7.6.Vent Pipes for Manholes permalink →
(1) The minimum nominal pipe size of a vent pipe that serves a manhole within a building shall be NPS 2.
7.5.7.7.Vents for Sewage Sumps, Neutralizing and Dilution Tanks, and permalink →
Macerating Toilet Systems
(1) Except as provided in Sentences (2) and (3), the minimum nominal pipe size of the vent pipe for a sewage sump or
neutralizing or dilution tank shall be one NPS smaller than the NPS of the largest branch or fixture drain draining to the
sump.
(2) The nominal pipe size of every vent pipe for a sewage sump or neutralizing or dilution tank shall be not less than
NPS 2, but need not be greater than NPS 4.
(3) The nominal pipe size of a vent pipe for a macerating toilet system with a sump shall be not less than NPS 1½.
7.5.8.Sizing of Vent Pipes
7.5.8.1.Hydraulic Loads Draining to Wet Vents permalink →
(1) The hydraulic load that drains to a wet vent shall conform to Table 7.5.8.1.
(2) When determining the nominal pipe size of a wet vent, the hydraulic load from the most downstream fixture or
symmetrically connected fixtures shall not be included.
Table 7.5.8.1.
Maximum Permitted Hydraulic Loads Drained to a Wet Vent
Forming Part of Sentences 7.5.7.3.(2) and 7.5.8.1.(1)
Maximum Hydraulic Load, Fixture Units
Nominal Pipe Size of Wet Vent, NPS Fixtures, Other Than Water Closets, That
Not Serving Water Closets
Serve Not More Than 2 Water Closets
1½ 2 n/a
2 4 3
3 12 8
4 36 14
5 n/a 18
6 n/a 23
This provision includes a table — formatting is preserved from the source; refer to the official code for the authoritative layout.
7.5.8.2.Individual Vents and Dual Vents permalink →
(1) The nominal pipe size of individual vents and dual vents shall be determined using Table 7.5.7.1. based on the
largest trap served.
(2) When sizing an individual vent or a dual vent, the length is not taken into consideration.
This provision includes a table — formatting is preserved from the source; refer to the official code for the authoritative layout.
7.5.8.3.Branch Vents, Vent Headers, Continuous Vents and Circuit Vents permalink →
(1) Branch vents, vent headers, circuit vents and continuous vents shall be sized in accordance with Table 7.5.8.3.,
unless they are individual vents or dual vents.
(2) For the purposes of Table 7.5.8.3., the length of a branch vent shall be its developed length from the most distant
sanitary drainage pipe connection to a vent stack, stack vent, header or open air.
(3) For the purposes of Table 7.5.8.3., the length of a vent header shall be its developed length from the most distant
sanitary drainage pipe connection to open air.
(4) For the purposes of Table 7.5.8.3., the length of a circuit vent shall be its developed length from the horizontal
sanitary drainage pipe connection to a vent stack, stack vent, vent header or open air.
(5) For the purposes of Table 7.5.8.3., the length of a continuous vent shall be its developed length from the vertical
sanitary drainage pipe connection to a vent stack, stack vent, vent header or open air.
Table 7.5.8.3.
Sizing of Branch Vents, Vent Headers, Circuit Vents and Continuous Vents(1)
Forming Part of Article 7.5.8.3.
Nominal Pipe Size of Vent Pipe, NPS
Total Hydraulic Load
Served by Vent Pipe, 1¼ 1½ 2 3 4 5 6 8
fixture units Maximum Length of Vent Pipe, m
2 9 NL NL NL NL NL NL NL
8 9 30 61 NL NL NL NL NL
20 7.5 15 46 NL NL NL NL NL
24 4.5 9 30 NL NL NL NL NL
42 NP 9 30 NL NL NL NL NL
60 NP 4.5 15 120 NL NL NL NL
100 NP NP 11 79 305 NL NL NL
200 NP NP 9 76 275 NL NL NL
500 NP NP 6 55 215 NL NL NL
1 100 NP NP NP 15 61 215 NL NL
1 900 NP NP NP 6 21 61 215 NL
2 200 NP NP NP NP 9 27 105 335
3 600 NP NP NP NP 7.5 18 76 245
5 600 NP NP NP NP NP 7.5 18 76
Notes to Table 7.5.8.3.:
(1) NP = not permitted and NL = not limited
This provision includes a table — formatting is preserved from the source; refer to the official code for the authoritative layout.
7.5.8.4.Vent Stacks or Stack Vents permalink →
(1) A vent stack or stack vent shall be sized in accordance with Table 7.5.8.4. based on
(a) the length of the vent stack or stack vent, and
(b) the total hydraulic load that is drained to the lowest section of a stack served by the vent pipe, plus any additional
vent loads connected to the vent stack or stack vent.
(2) For the purposes of Table 7.5.8.4., the length of a stack vent or vent stack shall be its developed length from its lower
end to open air.
(3) The minimum nominal pipe size of a vent stack or stack vent shall be one-half the NPS of the stack at its base.
(4) A stack vent serving a wet vent stack that is over 4 storeys high shall extend the full size of the wet vent to open air.
(5) Sanitary building drains shall be provided with at least one vent that is not less than NPS 3.
Table 7.5.8.4.
Size and Developed Length of Stack Vents and Vent Stacks (1)
Forming Part of Sentences 7.5.8.4.(1) and (2)
Total Nominal Pipe Size of Stack Vent or Vent Stack, NPS
Nominal
Hydraulic Water
Pipe Size 1¼ 1½ 2 3 4 5 6 8 10 12
Load Being Occupied
of Stack,
Vented, Area Maximum Length of Stack Vent or Vent Stack, m
NPS(2)
fixture units
1¼ 2 0.29 9 NL NL NL NL NL NL NL NL NL
1½ 8 0.25 15 46 NL NL NL NL NL NL NL NL
12 0.25 9 23 61 NL NL NL NL NL NL NL
24 0.29 8 15 46 NL NL NL NL NL NL NL
10 0.15 NP 13 46 317 NL NL NL NL NL NL
21 0.20 NP 10 33.5 247 NL NL NL NL NL NL
53 0.25 NP 8 28.5 207 NL NL NL NL NL NL
102 0.29 NP 7.5 26 189 NL NL NL NL NL NL
43 0.15 NP NP 10.5 76 299 NL NL NL NL NL
140 0.20 NP NP 8 61 229 NL NL NL NL NL
320 0.25 NP NP 7 52 195 NL NL NL NL NL
540 0.29 NP NP 6.5 46 177 NL NL NL NL NL
190 0.15 NP NP NP 25 97.5 302 NL NL NL NL
490 0.20 NP NP NP 19 76 232 NL NL NL NL
940 0.25 NP NP NP 16 64 204 NL NL NL NL
1400 0.29 NP NP NP 15 58 180 NL NL NL NL
500 0.15 NP NP NP 10 39.5 122 305 NL NL NL
1 100 0.20 NP NP NP 8 30.5 94.5 238 NL NL NL
2 000 0.25 NP NP NP 6.5 25.5 79 201 NL NL NL
2 900 0.29 NP NP NP 6 23.5 73 183 NL NL NL
1 800 0.15 NP NP NP NP 9.5 29 73 287 NL NL
3 400 0.20 NP NP NP NP 7 22 58 219.5 NL NL
5 600 0.25 NP NP NP NP 6 19 49 186 NL NL
7 600 0.29 NP NP NP NP 5.5 17 43 170.5 NL NL
4 000 0.15 NP NP NP NP NP 9.5 24 94.5 292.5 NL
7 200 0.20 NP NP NP NP NP 7 18 73 225.5 NL
11 000 0.25 NP NP NP NP NP 6 15.5 61 192 NL
15 000 0.29 NP NP NP NP NP 5.5 14 55 174 NL
7 300 0.15 NP NP NP NP NP NP 9.5 36.5 116 287
13 000 0.20 NP NP NP NP NP NP 7 28.5 91 219.5
20 000 0.25 NP NP NP NP NP NP 6 24 76 186
26 000 0.29 NP NP NP NP NP NP 5.5 22 70 152
15 000 0.15 NP NP NP NP NP NP NP 12 39.5 94.5
25 000 0.20 NP NP NP NP NP NP NP 9.5 29 73
38 000 0.25 NP NP NP NP NP NP NP 8 24.5 61
50 000 0.29 NP NP NP NP NP NP NP 7 22.5 55
Notes to Table 7.5.8.4.:
(1) NP = not permitted and NL = not limited.
(2) Stacks shall be sized using Table 7.4.10.6.-A.
This provision includes a table — formatting is preserved from the source; refer to the official code for the authoritative layout.
7.5.8.5.Lengths for Other Vent Pipes permalink →
(1) When sizing an additional circuit vent, offset relief vent, relief vent, yoke vent and the vent pipe for an interceptor,
dilution tank, sanitary sewage tank, sump, or manhole, length is not taken into consideration.
7.5.9.Air Admittance Valves
7.5.9.1.Air Admittance Valve as a Vent Terminal permalink →
(1) Individual vents and dual vents are permitted to terminate with a connection to an air admittance valve as provided
in Articles 7.5.9.2. and 7.5.9.3. (See also Sentence 7.2.10.16.(1))
7.5.9.2.Air Admittance Valves permalink →
(1) Air admittance valves shall only be used to vent
(a) fixtures in buildings undergoing renovation, and
(b) installations where connection to a vent may not be practical.
(2) Air admittance valves shall be located
(a) not less than 100 mm above the fixture drain being vented,
(b) within the maximum developed length permitted for the vent, and
(c) not less than 150 mm above insulation materials.
(3) Air admittance valves shall
(a) only vent fixtures located on the same storey, and
(b) be connected to the horizontal fixture drain.
7.5.9.3.Installation Conditions permalink →
(1) Air admittance valves shall not be installed in supply or return air plenums, or in locations where they may be
exposed to freezing temperatures.
(2) Air admittance valves shall be installed in accordance with the manufacturer’s installation instructions.
(3) Air admittance valves shall be rated for the nominal pipe size of vent pipe to which they are connected..
(4) Installed air admittance valves shall be
(a) accessible, and
(b) located in a space that allows air to enter the valve.
(5) Drainage systems shall have at least one vent that terminates to the outdoors in conformance with Sentence
7.5.6.5.(1).
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Code text is reproduced for reference from the Ontario Building Code (O. Reg. 163/24, 2024 Building Code Compendium). This page is provided for general information and is not an official copy. Always verify requirements against the official Ontario Building Code and confirm with your local building department.