CHAPTER 26
GENERAL PLUMBING REQUIREMENTS


  • SECTION P2601
    GENERAL

    P2601.1 Scope.
    The provisions of this chapter shall govern the installation of plumbing not specifically covered in other chapters applicable to plumbing systems. The installation of plumbing, appliances, equipment and systems not addressed by this code shall comply with the applicable provisions of the International Plumbing Code.

    P2601.2 Connections to drainage system.
    Plumbing fixtures, drains, appurtenances and appliances used to receive or discharge liquid wastes or sewage shall be directly connected to the sanitary drainage system of the building or premises, in accordance with the requirements of this code. This section shall not be construed to prevent indirect waste systems.

    Exception: Bathtubs, showers, lavatories, clothes washers and laundry trays shall not be required to discharge to the sanitary drainage system where such fixtures discharge to an approved gray water system for flushing of water closets and urinals or for subsurface landscape irrigation.

    P2601.3 Flood hazard areas.
    In flood hazard areas as established by Table R301.2(1), plumbing fixtures, drains, and appliances shall be located or installed in accordance with Section R322.1.6.

    SECTION P2602
    INDIVIDUAL WATER SUPPLY AND SEWAGE
    DISPOSAL

    P2602.1 General.
    The water-distribution and drainage system of any building or premises where plumbing fixtures are installed shall be connected to a public water supply or sewer system, respectively, if available. When either a public water-supply or sewer system, or both, are not available, or connection to them is not feasible, an individual water supply or individual (private) sewage-disposal system, or both, shall be provided.

    P2602.2 Flood-resistant installation.
    In flood hazard areas as established by Table R301.2(1):

    1. Water supply systems shall be designed and constructed to prevent infiltration of floodwaters.

    2. Pipes for sewage disposal systems shall be designed and constructed to prevent infiltration of floodwaters into the systems and discharges from the systems into floodwaters.

    SECTION P2603
    STRUCTURAL AND PIPING PROTECTION

    P2603.1 General.
    In the process of installing or repairing any part of a plumbing and drainage installation, the finished floors, walls, ceilings, tile work or any other part of the building or premises that must be changed or replaced shall be left in a safe structural condition in accordance with the requirements of the building portion of this code.

    P2603.2 Drilling and notching.
    Wood-framed structural members shall not be drilled, notched or altered in any manner except as provided in Sections R502.8, R602.6, R802.7 and R802.7.1. Holes in load-bearing members of cold-formed steel light-frame construction shall be permitted only in accordance with Sections R505.2.5, R603.2.5 and R804.2.5. In accordance with the provisions in Sections R505.3.5, R603.3.4 and R804.3.4, cutting and notching of flanges and lips of load-bearing members of cold-formed steel light-frame construction shall not be permitted. Structural insulated panels (SIPs) shall be drilled and notched or altered in accordance with the provisions of Section R613.7.

    P2603.2.1 Protection against physical damage.
    In concealed locations, where piping, other than cast-iron or galvanized steel, is installed through holes or notches in studs, joists, rafters or similar members less than 11/2 inches (38 mm) from the nearest edge of the member, the pipe shall be protected by steel shield plates. Such shield plates shall have a thickness of not less than 0.0575 inch (1.463 mm) (No. 16 Gage). Such plates shall cover the area of the pipe where the member is notched or bored, and shall extend not less than 2 inches (51 mm) above sole plates and below top plates.

    P2603.3 Breakage and corrosion.
    Pipes passing through concrete or cinder walls and floors, cold-formed steel framing or other corrosive material shall be protected against external corrosion by a protective sheathing or wrapping or other means that will withstand any reaction from lime and acid of concrete, cinder or other corrosive material. Sheathing or wrapping shall allow for movement including expansion and contraction of piping. The wall thickness of material shall be not less than 0.025 inch (0.64 mm).

    Deleted

    P2603.4 Pipes through foundation walls.
    A pipe that passes through a foundation wall shall be provided with a relieving arch, or a pipe sleeve shall be built into the foundation wall. The sleeve shall be two pipe sizes greater than the pipe passing through the wall.

    P2603.5 Freezing.
    In localities having a winter design temperature of 32°F (0°C) or lower as shown in Table R301.2(1) of this code, a water, soil or waste pipe shall not be installed outside of a building, in exterior walls, in attics or crawl spaces, or in any other place subjected to freezing temperature unless adequate provision is made to protect it from freezing by insulation or heat or both. Water service pipe shall be installed not less than 12 inches (305 mm) deep and not less than 6 inches (152 mm) below the frost line.

    P2603.5.1 Sewer depth.
    Building sewers that connect to private sewage disposal systems shall be a not less than [NUMBER] inches (mm) below finished grade at the point of septic tank connection. Building sewers shall be not less than [NUMBER] inches (mm) below grade.

    SECTIONP2604
    TRENCHING AND BACKFILLING

    P2604.1 Trenching and bedding.
    Where trenches are excavated such that the bottom of the trench forms the bed for the pipe, solid and continuous load-bearing support shall be provided between joints. Where over-excavated, the trench shall be backfilled to the proper grade with compacted earth, sand, fine gravel or similar granular material. Piping shall not be supported on rocks or blocks at any point. Rocky or unstable soil shall be over-excavated by two or more pipe diameters and brought to the proper grade with suitable compacted granular material.

    P2604.2 Common trench.
    See Section P2905.4.2.

    P2604.3 Backfilling.
    Backfill shall be free from discarded construction material and debris. Backfill shall be free from rocks, broken concrete and frozen chunks until the pipe is covered by not less than 12 inches (305 mm) of tamped earth. Backfill shall be placed evenly on both sides of the pipe and tamped to retain proper alignment. Loose earth shall be carefully placed in the trench in 6-inch (152 mm) layers and tamped in place.

    P2604.4 Protection of footings.
    Trenching installed parallel to footings shall not extend below the 45-degree (0.79 rad) bearing plane of the bottom edge of a wall or footing (see Figure P2604.4).

    For SI: 1 degree = 0.018 rad.

    FIGURE P2604.4
    PIPE LOCATION WITH RESPECT TO FOOTINGS

    SECTION P2605
    SUPPORT

    P2605.1 General.
    Piping shall be supported in accordance with the following:

    1. Piping shall be supported to ensure alignment and prevent sagging, and allow movement associated with the expansion and contraction of the piping system.

    2. Piping in the ground shall be laid on a firm bed for its entire length, except where support is otherwise provided.

    3. Hangers and anchors shall be of sufficient strength to maintain their proportional share of the weight of pipe and contents and of sufficient width to prevent distortion to the pipe. Hangers and strapping shall be of approved material that will not promote galvanic action. Rigid support sway bracing shall be provided at changes in direction greater than 45 degrees (0.79 rad) for pipe sizes 4 inches (102 mm) and larger.

    4. Piping shall be supported at distances not to exceed those indicated in Table P2605.1.

    TABLE P2605.1
    PIPING SUPPORT

    PIPING MATERIALMAXIMUM HORIZONTAL
    SPACING (feet)
    MAXIMUM VERTICAL
    SPACING
    ABS pipe 410b
    Aluminum tubing 1015
    Brass pipe 1010
    Cast-iron pipe 5a15
    Copper or copper alloy pipe 1210
    Copper or copper alloy tubing (11/4 inches in diameter and smaller) 610
    Copper or copper alloy tubing (11/2 inches in diameter and larger) 1010
    Cross-linked polyethylene (PEX) pipe 2.67 (32 inches)10b
    Cross-linked polyethylene/aluminum/cross-linked polyethylene (PEX-AL-PEX) pipe 2.67 (32 inches)4b
    CPVC pipe or tubing (1 inch in diameter and smaller) 310b
    CPVC pipe or tubing (11/4 inches in diameter and larger) 410b
    Lead pipe Continuous4
    PB pipe or tubing 2.67 (32 inches)4
    Polyethylene/aluminum/polyethylene (PE-AL-PE) pipe 2.67 (32 inches)4b
    Polyethylene of raised temperature (PE-RT) pipe2.67 (32 inches)10b
    Polypropylene (PP) pipe or tubing (1 inch and smaller)2.67 (32 inches)10b
    Polypropylene (PP) pipe or tubing (11/4 inches and larger)410b
    PVC pipe 410b
    Stainless steel drainage systems 1010b
    Steel pipe 1215
    For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm.
    a. The maximum horizontal spacing of cast-iron pipe hangers shall be increased to 10 feet where 10-foot lengths of pipe are installed.
    b. Midstory guide for sizes 2 inches and smaller.

    SECTION P2606
    PENETRATIONS

    P2606.1 Sealing of annular spaces.
    The annular space between the outside of a pipe and the inside of a pipe sleeve or between the outside of a pipe and an opening in a building envelope wall, floor, or ceiling assembly penetrated by a pipe shall be sealed with caulking material or foam sealant or closed with a gasketing system. The caulking material, foam sealant or gasketing system shall be designed for the conditions at the penetration location and shall be compatible with the pipe, sleeve and building materials in contact with the sealing materials. Annular spaces created by pipes penetrating fire-resistance-rated assemblies or membranes of such assemblies shall be sealed or closed in accordance with the building portion of this code.

    SECTION P2607
    WATERPROOFING OF OPENINGS

    P2607.1 General.
    Roof and exterior wall penetrations shall be made water tight. Joints at the roof, around vent pipes, shall be made water tight by the use of lead, copper or galvanized iron flashings or an approved elastomeric material. Counterflashing shall not restrict the required internal cross-sectional area of any vent.

    SECTION P2608
    WORKMANSHIP

    P2608.1 General.
    Valves, pipes and fittings shall be installed in correct relationship to the direction of the flow. Burred ends shall be reamed to the full bore of the pipe.

    SECTION P2609
    MATERIALS EVALUATION AND LISTING

    P2609.1 Identification.
    Each length of pipe and each pipe fitting, trap, fixture, material and device utilized in a plumbing system shall bear the identification of the manufacturer and any markings required by the applicable referenced standards.

    P2609.2 Installation of materials.
    All materials used shall be installed in strict accordance with the standards under which the materials are accepted and approved. In the absence of such installation procedures, the manufacturer’s instructions shall be followed. Where the requirements of referenced standards or manufacturer’s instructions do not conform to the minimum provisions of this code, the provisions of this code shall apply.

    P2609.3 Plastic pipe, fittings and components.
    All plastic pipe, fittings and components shall be third-party certified as conforming to NSF 14.

    P2609.4 Third-party certification.
    All plumbing products and materials shall be listed by a third-party certification agency as complying with the referenced standards. Products and materials shall be identified in accordance with Section P2609.1.

    Deleted

    P2609.5 Water supply systems.
    Water service pipes, water distribution pipes and the necessary connecting pipes, fittings, control valves, faucets and appurtenances used to dispense water intended for human ingestion shall be evaluated and listed as conforming to the requirements of NSF 61.