Commercial Plumbing 100%

2021 IPC Chapter 9

Lesson 11: Vents, Part 1: Vent Stacks, Terminals, and Trap Distance

IPC 901 to 909 · 14 practice questions

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Reading

When a water closet flushes, a slug of water pushes air ahead of it and pulls air behind it. Without a path for that air to move, the pressure swings can suck a trap dry or blow it out into the room. Vents are that path. Chapter 9 sets the rule in one sentence: no trap seal may see a pressure swing of more than 1 inch of water column (901.2). This lesson covers where vents end, how they connect, and how far a trap can sit from its vent. Lesson 12 covers the venting methods and vent sizes. Houston enforces the Uniform Plumbing Code (Lesson 1), so these are 2021 IPC numbers to check against the adopted code.

Fixture drain, vent connection and vent terminal in elevation A sink with a 2 inch trap drains through a trap arm sloped one quarter inch per foot to a drainage stack. A vent tee on the trap arm, no more than 8 feet from the trap weir, rises above the top half of the drain to at least 6 inches above the flood level rim of the sink, then runs graded back toward the stack and joins the stack vent. The stack vent passes through the roof with a flashing and ends in open air, with its height above the roof set by the local code. Notes give the terminal clearance rule and Table 909.1 distances. One fixture, one vent, one stack (elevation) roof open to the air, height above roof set by the local code (903.1.1) flashing (903.3) stack, down to the building drain flood level rim of the sink sink trap trap arm, 1/4 in per ft vent, graded to drain back vent leaves above the pipe centerline 6 in min D: trap weir to vent fitting, 8 ft at most for a 2 in trap at 1/4 in per ft (Table 909.1) Terminal not under a door, window or air intake, and not within 10 ft of one unless 3 ft above it (903.5). Table 909.1, trap to vent: 1 1/4 in 5 ft, 1 1/2 in 6 ft, 2 in 8 ft at 1/4 in per ft; 3 in 12 ft, 4 in 16 ft at 1/8 in per ft.
Follow the air: the vent taps the top of the drain near the trap, climbs above the fixture rim, then heads for open air.

What the vent system must do (901)

Every trap and trapped fixture is vented by one of the methods in Chapter 9 (901.2.1). The vent system carries air only, so it is not used for any other purpose (901.4), and it is tested under Section 312 (901.5). A chemical waste system has its own vent, separate from the sanitary vent, which ends through the roof or at a suitable air admittance valve (901.3). Engineered venting systems follow Section 919 (901.6).

Vent terminals (903)

A vent ends outdoors, through the roof or the side wall (903.1). The height a roof vent must clear the roof is a blank in the 2021 model text (903.1.1 prints a placeholder for the number), so the jurisdiction supplies it. Do not quote a height from memory; read the adopted code. The other terminal rules do have numbers:

  • A roof used as a promenade, restaurant, bar, sunbathing or observation deck needs vents at least 7 feet above the roof (903.1.2).
  • A vent under a solar panel or decorative roof element on a sloped roof may stop 2 inches above the roof if the opening area is at least the pipe area and birds and rodents are kept out (903.1.3).
  • A sidewall vent ends at least 10 feet from the lot line and 10 feet above the highest adjacent grade within 10 feet horizontally, and never under a soffit vent (903.1.4).
  • No vent terminal directly under a door, openable window or air intake, and none within 10 feet horizontally of one unless it is at least 3 feet above the top of the opening (903.5).
  • Every roof penetration is flashed watertight (903.3), and a vent terminal serves no other purpose (903.4).

Section 903.2 requires vent extensions through a roof or wall to be at least 3 inches in diameter where the 97.5 percent winter design temperature is 0 degrees F or lower, with any size increase made at least 1 foot inside the thermal envelope. That is a northern concern rather than a Gulf Coast one.

The required outdoor vent and vent stacks (904)

The vent system serving each building drain must have at least one vent that reaches the outdoors (904.1). It is a dry vent connected to the building drain or an extension of it, not an island fixture vent, and it is sized from the building drain (906.2). A drainage stack with five or more branch intervals needs a vent stack (904.2). The stack vent or vent stack ends outdoors or at a stack-type air admittance valve (904.3). A vent stack connects at the base of the drainage stack at or below the lowest horizontal branch, or on the building drain downstream of the stack within 10 stack diameters (904.4). Vent headers that join stack vents at the top are sized from the total load on all stacks and the longest run (904.5).

Connections and grades (905)

Individual, branch and circuit vents connect to a vent stack, a stack vent, an air admittance valve or the open air (905.1). Vents are graded so condensation drains back to the drainage pipe by gravity (905.2). A dry vent taps a horizontal drain above the centerline of the pipe, so waste cannot run into the vent (905.3). It then rises vertically to at least 6 inches above the flood level rim of the highest fixture it serves before turning horizontal (905.4), and horizontal vents and connections to a stack vent or vent stack stay at least 6 inches above that rim (905.5). If a drain is roughed in for a future fixture, a vent rough-in of at least half the drain diameter goes in too, tied to the vent system and marked as a vent (905.6).

How far a trap can sit from its vent (909)

The vent must protect the trap, so the fixture drain from the trap weir to the vent fitting has a maximum developed length that depends on trap size and slope (909.1). Table 909.1 gives it:

Trap sizeSlopeLongest distance, weir to vent
1 1/4 in1/4 in per ft5 ft
1 1/2 in1/4 in per ft6 ft
2 in1/4 in per ft8 ft
3 in1/8 in per ft12 ft
4 in1/8 in per ft16 ft

Water closets are the exception: they are self-siphoning, so the developed length of a water closet's fixture drain to its vent is not limited by the table (909.1). Behind the table is a simple rule in 909.2: the total fall in the fixture drain may not exceed the drain diameter, and the vent connection may not be below the trap weir (except for water closets). At 1/4 inch per foot, 8 feet of a 2 inch drain falls exactly 2 inches. Finally, no vent connects within two pipe diameters of the trap weir, which would make it a crown vent (909.3).

Worked example. A fellowship hall kitchenette has a sink with a 1 1/2 inch trap, and the trap arm is 7 feet from the weir to the vent tee at 1/4 inch per foot. The table allows 6 feet, and the fall is 7 x 1/4 = 1 3/4 inches, more than the 1 1/2 inch diameter. It fails; move the vent tee closer or add a vent nearer the trap. A 2 inch floor drain in the same room, 8 feet from its vent, falls 8 x 1/4 = 2 inches and passes. For rise, a lavatory rim 34 inches above the floor means its vent must go up at least 34 + 6 = 40 inches above the floor before it turns.

Stack offsets and relief vents (907, 908)

Where a drainage stack in a tall building jogs sideways, air needs a bypass. A horizontal offset with five or more branch intervals above it is vented (907.1): the upper section is vented as a separate stack, with the offset treated as its base (907.2), and the lower section gets a yoke vent between the offset and the next lower horizontal branch, at least the size of the vent stack (907.3). In a building with more than 10 branch intervals, a relief vent is added at every tenth interval starting from the top floor, the same size as the vent stack. Its lower end connects through a wye below a floor's horizontal branch, and its upper end connects to the vent stack through a wye at least 3 feet above the floor (908).

In the field

On a church annex rehab, the roof crew flashed a new vent 4 feet from an openable clerestory window whose top sits 5 feet above the roof. Read 903.5: within 10 feet horizontally, the terminal must be at least 3 feet above the top of the opening, so the vent needs to reach at least 8 feet above the roof. Also check for a vent that was cut short at an attic wall, stuffed into a soffit, or capped: any of these shuts off the air the trap seals depend on. Look up the roof height rule for your jurisdiction before you sign off.

Key numbers
  • Trap seal pressure swing: no more than 1 in of water column (901.2)
  • Roof height above the roof: a blank in the 2021 text; use the adopted code (903.1.1)
  • Occupied roof: vents at least 7 ft above the roof (903.1.2)
  • Terminal near an opening: 10 ft horizontally, or 3 ft above the opening (903.5)
  • Sidewall vent: 10 ft from the lot line and 10 ft above grade (903.1.4)
  • Vent stack required at five or more branch intervals (904.2)
  • Dry vent rises to 6 in above the flood level rim before offsetting (905.4)
  • Trap to vent: 5, 6, 8 ft at 1/4 in per ft for 1 1/4, 1 1/2, 2 in; 12 and 16 ft at 1/8 in per ft for 3 and 4 in (Table 909.1)

Practice questions

1. Under Section 901.2, the vent system must keep a fixture trap seal from being subjected to a pressure differential of more than:

  1. 1 psi
  2. 1 inch of water column
  3. 4 inches of water column
  4. 10 inches of mercury

2. A new community building (Group A-3) has a single building drain and several branch vents. What does Section 904.1 require of the vent system serving that building drain?

  1. An air admittance valve on every fixture drain in the building
  2. A separate vent to the roof for each fixture served by the drain
  3. A vent header in the basement ceiling
  4. At least one vent pipe that extends to the outdoors

3. A seven-story motel (Group R-1) has a drainage stack with six branch intervals. Under Section 904.2, the stack requires:

  1. A vent stack
  2. Only a stack vent
  3. A relief vent at each floor
  4. Nothing, if the stack is 4 inches or larger

4. An inspector finds a dry vent tapped into the bottom of a horizontal fixture drain in a clinic (Group B). Under Section 905.3, a dry vent connecting to a horizontal drain must connect:

  1. At the bottom of the pipe, for drainage
  2. At the side of the pipe, at the centerline
  3. Above the centerline of the horizontal drain
  4. Within two pipe diameters of the trap weir

5. A lavatory in a Group B restroom has its flood level rim 34 inches above the floor. Under Section 905.4, the dry vent must rise vertically to at least what height above the floor before offsetting horizontally?

  1. 34 inches
  2. 40 inches
  3. 46 inches
  4. 58 inches

6. A fixture has a 1 1/2 inch trap and its trap arm is sloped 1/4 inch per foot. Under Table 909.1, the greatest developed length from the trap weir to the vent fitting is:

  1. 3 feet
  2. 5 feet
  3. 8 feet
  4. 6 feet

7. A 3 inch fixture drain in a Group I-2 hospital laundry is graded at 1/8 inch per foot. Under Table 909.1, the greatest distance from the trap weir to the vent fitting is:

  1. 8 feet
  2. 10 feet
  3. 12 feet
  4. 16 feet

8. A kitchen sink in a fellowship hall has a 1 1/2 inch trap, and the trap arm runs 7 feet at 1/4 inch per foot to the vent tee. What should the inspector conclude under Section 909.1 and Table 909.1?

  1. It fails: the limit is 6 feet, so the vent must be moved closer
  2. It passes: the limit for a 1 1/2 inch trap at 1/4 inch per foot is 8 feet
  3. It passes: trap arms under 10 feet are not limited when the slope is 1/4 inch per foot
  4. It fails only if the sink is a Group A-2 fixture

9. Section 909.1 makes an exception to the trap-to-vent distance limits for self-siphoning fixtures. In a restroom (Group B), which fixture qualifies?

  1. A lavatory
  2. A drinking fountain
  3. A water closet
  4. A floor drain

10. A 2 inch fixture drain in a community kitchen (Group A-3) is graded at 1/4 inch per foot and runs 10 feet from the trap weir to the vent connection. Does it comply with Sections 909.1 and 909.2?

  1. Yes, because 10 feet is under the 12 foot limit for a 2 inch trap graded at 1/4 inch per foot
  2. No, because it exceeds the 8 foot limit and the 2 1/2 inch fall exceeds the diameter
  3. Yes, because the fall of 2 1/2 inches is within the code
  4. No, but only because it is not vented to the roof

11. A restaurant (Group A-2) has a rooftop dining deck, and open vent pipes extend through that roof. Under Section 903.1.2, the vent pipes must terminate at least how far above the roof?

  1. 6 inches
  2. 2 feet
  3. 3 feet
  4. 7 feet

12. A vent terminal goes through the side wall of a one-story clinic (Group B) near its property line. Under Section 903.1.4, the terminal must be at least how far from the lot line?

  1. 3 feet
  2. 6 feet
  3. 10 feet
  4. 15 feet

13. A roof vent on a flat roof is 6 feet horizontally from an openable clerestory window whose top sits 5 feet above the roof. Under Section 903.5, how high above the roof must the vent terminate?

  1. At least 8 feet
  2. At least 5 feet
  3. At least 3 feet
  4. At least 10 feet

14. In an eight-story apartment building (Group R-2), a drainage stack has a horizontal offset with six branch intervals above it. Under Section 907.1, the offset:

  1. Needs no venting, because it is a building drain
  2. Must be vented, with the upper section as a separate stack and the lower by a yoke vent
  3. Is vented only if it has 10 or more branch intervals above it, using a relief vent at the offset
  4. Must be vented by an air admittance valve on the offset

Glossary

Vent stack
A vertical vent pipe whose main job is to move air to and from the drainage system.
Stack vent
The part of a soil or waste stack that continues upward past the highest horizontal drain connection.
Dry vent
A vent that carries air only and never receives waste from a fixture.
Branch interval
A vertical distance of 8 feet or more between connections of horizontal branches to a drainage stack.
Flood level rim
The rim of a fixture or receptacle at the level where water would spill over.
Trap weir
The high point of the trap outlet that holds the water seal; trap-to-vent distance is measured from here.
Developed length
The length of a pipe run measured along its centerline, fittings included, not in a straight line.
Yoke vent
A pipe running up from a soil or waste stack to a vent stack to relieve pressure swings in the stacks.