How to Cut, Prime and Glue a PVC DWV Joint

Why this matters

A drain joint is not under pressure, so it gets less respect than a water joint, and it is also the joint that ends up behind tile and under a slab. A PVC DWV joint made dry on one side passes a casual look, may even pass a short test, and seeps for years into a joist bay. The other way a drain joint fails costs nothing to prevent and a lot to fix: a sanitary tee cemented a few degrees off its intended direction, which cannot be turned once the cement grabs. The steps here are the same ones a water joint uses, with two additions specific to drainage: alignment marks, and knowing where the primer rule actually comes from.

What you are joining

Residential PVC drain, waste and vent pipe is usually Schedule 40, either solid wall to ASTM D2665 or cellular core to ASTM F891, joined with fittings to D2665 and PVC solvent cement to ASTM D2564. Primer, where used, is ASTM F656. Check the print on pipe and fittings before cutting: DWV fittings joined to pressure pipe, or cellular core pipe where the adopted code or a local amendment does not allow it, are inspection failures that have nothing to do with how well you glued.

Primer is a code question, not a habit. IPC 2021, as adopted, in substance allows PVC DWV joints without primer in non-pressure work up to 4 in where the cement is third-party certified to ASTM D2564; check the current edition and any local amendment. The UPC, as adopted, generally calls for primer, and many local inspectors expect it, often a tinted one they can see from the floor. Where primer is required or the inspector wants to see it, use it on every joint, because a single unprimed joint in a row of purple ones reads as a missed joint, and in a sense it is.

Hazards before the cans open

Vapor. Primer and cement solvents are flammable, and their vapor sinks and pools in a basement, a trench or a crawlspace. No flame, no torch and no gas appliance with a standing pilot in the space while cans are open. Pull air out of the space with a fan. Where that cannot keep vapor down, a respirator is used only under a written program per 29 CFR 1910.134 (applied to construction by 29 CFR 1926.103); without one, the work waits until ventilation is in place.

Contact. Solvent-resistant gloves and eye protection. Primer splashes off a dauber, and it is in your eye before you see it.

Cutting dust. A power saw on PVC throws fine plastic dust; cut outdoors or with a dust mask, and wear eye protection on every cut.

Cans in the truck. Outside box or ventilated compartment, closed tight, never in the cab.

The joint, and why each step is there

1. Cut square. A ratchet cutter on 2 in and smaller, a wheel cutter or a saw in a miter box on larger pipe. Why: a pipe that bottoms on one side only leaves the other side short of the socket stop, with less fused length and a step inside the fitting where solids catch.

2. Deburr and bevel. Ream the inside and file a small bevel on the outside edge. Why inside: a burr on a drain catches paper and hair, and it is where a blockage starts. Why outside: the square edge scrapes cement off the socket wall as the pipe goes in and shoves it to the bottom of the socket, leaving the first part of the socket bare.

3. Dry fit and mark. Push the pipe into the fitting and set the fitting exactly where it must end up, sanitary tee facing the fixture, closet bend at the right angle, wye pointing downstream. Draw one straight line across fitting and pipe, and a second line on the pipe at the socket depth. The pipe should go part of the way in dry and then tighten; one that drops to the stop with no resistance is a loose fit and depends on cement alone. Why mark: PVC cement grabs in seconds, and once it does, the fitting does not turn. The mark tells you where to stop the turn.

Here is a dry fit with both marks on. Whatever gap the pipe end leaves short of the stop is exactly how far the depth mark sits out from the socket face, so pushing home closes both at once.

            depth    socket                socket
            mark     face                  stop
              |         |     fitting        |
  pipe =======|=========|==========>         |
              |         |   pipe end         |
              |<-equal->|          |<-equal->|
    ****************************** alignment line

4. Prime, where required. Socket first, then the pipe out past the depth mark, working the primer in until the surface softens and goes dull, then the socket again. Why the order: the socket is the harder surface to soften, so it gets the most time.

5. Cement, and move. An even coat on the pipe end to the depth mark, a lighter coat in the socket, then the pipe again. On 3 in and 4 in, use a dauber or brush sized for the pipe, because a small dauber cannot cover the surface before the first part skins over. Assemble while everything is still wet.

6. Push and turn to the mark. Start the pipe in a quarter turn short of the alignment line, push it home to the stop while turning, and finish with the lines matched. Why: the turn spreads the cement around the joint, and starting short of the line means you finish on it rather than past it.

7. Hold, then wipe. Hold the joint for about thirty seconds on larger pipe, because the interference fit pushes the pipe back out until the cement grabs. Wipe the bead at the socket face. A full bead all round is evidence cement reached the face everywhere.

8. Leave it until the cure time passes. Do not load, move or test the joint before the cement maker's chart says it can be. The DWV test that follows is its own card, How to Water or Air Test a DWV Rough-In.

Two joints from one rough-in

The setting. A second-floor bathroom addition framed in July, with the work area at 95 F by mid-afternoon. A 3 in drain to a closet bend, a 2 in wet-vented lavatory branch, primer required by the local inspector. The two joints below were made twenty minutes apart by the same tech with the same cans.

Joint A: the closet bend, made right. Dry fit with the closet bend set to land on the flange layout, a line across both, depth marked. Primer, socket then pipe then socket. A 1-1/2 in dauber on the 3 in pipe, two coats on the pipe, one in the socket, assembled within about fifteen seconds of the first stroke of cement. Started a quarter turn short, pushed home, lines met. Held thirty seconds. A full bead all the way round. This joint passed the water test and its line was dead square to the floor layout.

Joint B: the sanitary tee, made in a hurry. Same steps, except the tech used a half-inch dauber meant for small pipe on the 2 in tee because it was nearer to hand, and stopped mid-joint to answer a question from the framer. By the time the pipe went in, the cement on the first side coated had skinned over in the heat. The pipe went in stiffly and the bead had a gap about an inch long on the back of the joint, against the wall, where the tech could not see it without a mirror.

What the test showed. The rough-in was filled for the water test after the cement chart time. Every joint was dry except Joint B, which showed a slow wet line from the back of the socket after about ten minutes. The tee was cut out with a few inches of pipe either side and replaced with a new tee and two couplings, each cemented with the right size dauber, and the section re-tested after its cure time with no leak.

What separated them. Same tech, same cans, same afternoon. Joint A was made in one motion at the right dauber size. Joint B lost maybe twenty seconds to the wrong dauber and twenty more to a conversation, and in 95 F heat that was enough. In hot conditions, a joint is made start to finish without stopping; if you are interrupted after the cement is on, cut the cemented end off and start again rather than assembling a skinned joint.

ABS meeting PVC

Old ABS drain meeting new PVC work is common on remodels. Do not glue ABS into a PVC fitting or the other way round with either material's cement: the two plastics need different solvents, and a joint glued with the wrong cement may grab at the surface and never fuse. The join is made with a listed transition: typically a shielded mechanical coupling listed for the two materials, or a transition solvent cement only where the adopted code and its listing permit it for that application. The reasons and the code options are covered in ABS, PVC and the Mixed Drain Joint.

Where the method changes

Closing a gap in an existing line. A standard fitting needs one pipe to slide sideways into its socket, which a fixed drain will not do. Either flex a short length out of line just enough to get both ends home, which works on longer runs with hangers loosened, or use a repair coupling with no center stop that slides fully onto one pipe and back over the joint once the new piece is in place. Mark the final position of the repair coupling on both pipes before cementing, because it travels in one stroke and there is no second try.

4 in pipe and larger. The interference fit on a 4 in socket takes real force to push home, and a pipe that stops a quarter inch short is common. Two people, or a pipe puller on larger sizes, and the depth mark checked after the push. A joint that stopped short is cut out; it does not get finished with a mallet after the cement has started to set.

Cold. Below about 40 F the cement softens the plastic slowly and cures slowly, and the chart times stretch to match. The full winter method is How to Solvent-Weld PVC in Cold Weather.

Checking the work

  • Alignment marks matched at every directional fitting, and every sanitary tee facing the fixture it serves with its sweep turning downstream.
  • Depth marks at the socket face all round, not showing a band of mark short of it.
  • Primer visible at every joint where it is required. One clean joint in a primed run gets cut out, not explained.
  • A full bead at every face, checked on the wall side with a mirror.
  • Cure time passed from the last joint before the test starts.

References

  • ASTM D2665 (PVC DWV pipe and fittings), ASTM F891 (cellular core), ASTM D2564 (PVC cement) and ASTM F656 (primer), with the makers' instructions
  • IPC 2021 and UPC 2021 solvent cementing provisions, as adopted by your jurisdiction
  • 29 CFR 1910.134 where solvent vapor requires respiratory protection
  • See related: ABS, PVC and the Mixed Drain Joint and How to Water or Air Test a DWV Rough-In
  • See related: Drain Pipe Slope + Venting Quick Reference