1.3 General Regulations: Prohibited Fittings, Pipe Protection, Nail Plates, Sleeves, & Trenching (UPC Chapter 3)

Key Takeaways

  • UPC 312.9 requires 18-gauge steel nail plates where plastic or copper piping is within 1 inch of the framing face, extending 1-1/2 inches beyond the pipe.

  • UPC 310.1 prohibits double hub fittings, single or double tee branches, side inlet quarter bends, running threads, bands, and saddles as drainage fittings.

  • UPC 314.4 requires backfill in thin layers of clean earth to 12 inches above the pipe before machines complete the backfill.

  • Thermoplastic sewer pipe needs at least 4 inches of granular bedding and side compaction in 6-inch layers to 12 inches over the pipe (UPC 314.4.1).

  • Tests of 10 psi or less require gauges graduated in 0.10 psi or finer, and gauge range may not exceed twice the test pressure (UPC 318).

Last updated: September 2026

Why Chapter 3 Shows Up Everywhere

Chapter 3 of the UPC holds the "general regulations." These rules apply in every other chapter: approved materials and markings, prohibited fittings, pipe protection, hangers, trenching, and test gauges. Part 1 of the Washington exam draws on UPC Chapters 1 through 10, so expect short, direct questions here. Typical examples ask which fitting is prohibited, what gauge a nail plate must be, or how deep backfill must go.

Materials, Marking, and Workmanship

  • 301.2 Minimum standards: Pipe, fittings, traps, fixtures, and devices must be listed or labeled by a listing agency and meet the referenced standards. Plastic pipe and fittings other than gas components must comply with NSF 14.
  • 301.2.1 Marking: Each length of pipe and each fitting must carry the manufacturer's mark, plus the weight and quality where the standard requires it.
  • 301.3 Alternates: Equivalent systems, methods, or devices may be approved by the AHJ with technical documentation. Washington's amendment adds that a disapproval must be explained in writing.
  • 309 Workmanship: It is unlawful to hide cracks or holes with welding, solder, paint, wax, tar, or sealants (309.2). Burred ends must be reamed to full bore (309.3).

Prohibited Fittings and Practices (UPC 310)

RuleWhat is prohibited
310.1Using a double hub fitting, single or double tee branch, single or double tapped tee branch, side inlet quarter bend, running thread, band, or saddle as a drainage fitting. Exception: a double hub sanitary tapped tee may be used on a vertical line as a fixture connection.
310.2Drilling and tapping drainage or vent piping to make a connection; threading cast-iron soil pipe
310.3Connecting a waste to a closet bend or water closet stub
310.4Using a vent as a soil or waste pipe, or the reverse, except as allowed by 908–911. Single-stack systems with unvented branch lines are prohibited.
310.5Any fitting or method that obstructs flow beyond normal friction. Enlarging a 3-inch closet bend to 4 inches is not an obstruction.
310.6Dissimilar-metal connections in concealed locations; except for necessary valves, they must be exposed or accessible
315.2Any joint with an enlargement, chamber, recess, ledge, or shoulder that obstructs the drain

Section 316.1 requires proper increasers or reducers between pipe sizes. A copper alloy or cast-iron cleanout body may not be used as a reducer or adapter from cast-iron drainage pipe to IPS pipe.

Independent Systems (UPC 311)

Each new building must have a drainage system separate and independent from any other building, with its own sewer connection where available. The exception: when one building stands behind another on an interior lot and no private sewer can reach the rear building, the front building's drain may be extended to it.

Protection of Piping (UPC 312)

  • 312.2: Plumbing piping may not be directly embedded in concrete or masonry. Provide for expansion, contraction, and settlement.
  • 312.3: Drainage piping made of materials not approved for use in a building may not be installed within 2 feet of the building or less than 1 foot below the ground surface.
  • 312.6 Freezing (Washington amendment): Water, soil, or waste pipe outside a building, in attics or crawl spaces, or in exterior walls must be protected from freezing where necessary. Washington adds that all hot and cold water pipes outside the conditioned space must be insulated. The 2015-edition amendment set a minimum of R-3.
  • 312.7 (Washington amendment): Penetrations of fire-resistance-rated assemblies are protected as the building code requires. Washington does not adopt UPC Chapter 14, Firestop Protection.
  • 312.9 Steel nail plates: Plastic, copper, or copper-alloy piping that passes through framing within 1 inch of the exposed framing face needs a steel nail plate at least No. 18 gauge (0.0478 inch). The plate must extend at least 1-1/2 inches beyond the outside diameter of the pipe.
  • 312.10 Sleeves: Piping through concrete or masonry walls and concrete floors needs sleeves, except where the opening is drilled or bored. The pipe may not carry building loads. The annular space in exterior walls must be sealed watertight.
  • 312.11 Structural members: A member weakened by cutting or notching must be reinforced, repaired, or replaced as the building code requires. Boring and notching limits come from the building code, not the UPC.
  • 312.12 Rodentproofing: Strainer openings on drain inlets may not exceed 1/2 inch. Pipe openings through walls and floors get metal collars. Tub waste openings into crawl spaces at or below the first floor get metal collars or screen with no opening over 1/2 inch.
  • 312.13 and 312.14 Sunlight: ABS and PVC may not be exposed to direct sunlight unless protected with water-based synthetic latex paint. PVC may also be wrapped with tape at least 0.04 inch thick.

Trenching, Excavation, and Backfill (UPC 314)

  1. 314.1: A trench deeper than a footing and parallel to it must stay outside a 45-degree line from the bottom exterior edge of the footing.
  2. 314.2: Tunnels need 2 feet of clear height above the pipe and are limited to half the trench depth, with a maximum length of 8 feet. A drive pipe must be at least one size larger than the pipe being laid.
  3. 314.3: Excavations for building drainage inside the walls must be open trench and stay open until the piping is inspected, tested, and accepted.
  4. 314.4: Backfill in thin layers to 12 inches above the top of the pipe with clean earth free of stones, boulders, cinders, frozen earth, or debris. After that, machines may finish the backfill.
  5. 314.4.1 Thermoplastic sewer pipe: Make the trench 1.25 × OD + 12 inches or OD + 16 inches wide. Bed the pipe in at least 4 inches of granular fill. Compact the sides in 6-inch layers to at least 12 inches above the pipe, at 85% standard proctor density or better.

Section 313.5 also requires underground piping to be laid on a firm bed for its entire length.

Test Gauges (UPC 318)

Test pressureGauge graduation required
10 psi or less (for example, the 5 psi DWV air test)0.10 psi or finer
Over 10 psi to 100 psi1 psi or finer
Over 100 psi2% of the test pressure or finer

The gauge's range may not exceed twice the test pressure (318.5).

Test Your Knowledge

CPVC water piping passes through a wood stud with its edge 3/4 inch from the face of the framing. What does UPC 312.9 require?

A

A 16-gauge plate only if the pipe is within 1-1/4 inches of the edge

B

A plastic sleeve extending 2 inches above the plate

C

Nothing, because CPVC is not listed in the nail plate rule

D

A steel nail plate of at least 18 gauge extending at least 1-1/2 inches beyond the pipe's outside diameter

Test Your Knowledge

Which of the following is prohibited by UPC 310 or 315?

A

A lavatory waste connected into the side of a water closet stub

B

A union in the fixture trap seal where accessible

C

A double hub sanitary tapped tee used on a vertical line as a fixture connection

D

Enlarging a 3-inch closet bend to 4 inches

Test Your Knowledge

A plumber is backfilling a trench over a new building drain. Under UPC 314.4, what must be done before a bulldozer finishes the backfill?

A

Wait 24 hours after the water test before any backfill

B

Place clean earth in thin layers to 12 inches above the top of the piping

C

Pour a 6-inch concrete cap over the pipe

D

Backfill with native soil including rocks up to 4 inches

Sections you finish are checked off in the contents.