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Chapter 7 — SANITARY DRAINAGE

705.3 Copper or Copper Alloy Pipe (DWV) andJoints.

California Plumbing Code (Title 24, Part 5) · 2019 edition · updated 2026-09-10 · California

Italicized text is a California amendment to the model code, as printed in the official publication.

Joining methods for copper or copper alloy pipe and fittings shall be installed in accordance with the manufacturer’s installation instructions and shall comply with Section 705.3.1 through Section 705.3.4. 705.3.1 Brazed Joints. Brazed joints between copper or copper alloy pipe and fittings shall be made with brazing alloys having a liquid temperature above 1000°F (538°C). The joint surfaces to be brazed shall be cleaned bright by either manual or mechanical means. Piping shall be cut square and reamed to full inside diameter. Brazing flux shall be applied to the joint surfaces where required by manufacturer’s recommendation. Brazing filler metal shall conform to AWS A5.8 and shall be applied at the point where the pipe or tubing enters the socket of the fitting. 705.3.2 Mechanical Joints. Mechanical joints in copper or copper alloy piping shall be made with a mechanical coupling with grooved end piping or approved joint designed for the specific application. 705.3.3 Soldered Joints. Soldered joints between copper or copper alloy pipe and fittings shall be made in accordance with ASTM B828 with the following sequence of joint preparation and operation as follows: measuring and cutting, reaming, cleaning, fluxing, assembly and support, heating, applying the solder, cool

2019 CALIFORNIA PLUMBING CODE 179

SANITARY DRAINAGE any other purpose or distributed to any other persons or parti es.

ing, and cleaning. Pipe shall be cut square and reamed to the full inside diameter including the removal of burrs on the outside of the pipe. Surfaces to be joined shall be cleaned bright by manual or mechanical means. Flux shall be applied to pipe and fittings and shall conform to ASTM B813, and shall become noncorrosive and nontoxic after soldering. Insert pipe into the base of the fitting and remove excess flux. Pipe and fitting shall be supported to ensure a uniform capillary space around the joint. Heat shall be applied using air or fuel torch with the flame perpendicular to the pipe using acetylene or an LP gas. Preheating shall depend on the size of the joint. The flame shall be moved to the fitting cup and alternate between the pipe and fitting. Solder conforming to ASTM B32 shall be applied to the joint surfaces until capillary action draws the molten solder into the cup. Joint surfaces shall not be disturbed until cool, and any remaining flux residue shall be cleaned. 705.3.4 Threaded Joints. Threaded joints for copper or copper alloy pipe shall be made with pipe threads that comply with ASME B1.20.1. Thread sealant tape or compound shall be applied only to male threads, and such material shall be approved types, insoluble in water, and nontoxic.

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▸Contents — California Plumbing Code (Title 24, Part 5)
California Plumbing Code (Title 24, Part 5)
  1. Chapter 1 — GENERAL CODE PROVISIONS
  2. Chapter 2 — DEFINITIONS
  3. Chapter 3 — GENERAL REGULATIONS
  4. Chapter 4 — PLUMBING FIXTURES AND FIXTURE FITTINGS
  5. Chapter 5 — WATER HEATERS
  6. Chapter 6 — WATER SUPPLY AND DISTRIBUTION
  7. ▸Chapter 7 — SANITARY DRAINAGE
    Overview
    1. 701.2 Drainage Piping. Materials for drainage piping shall
    2. 701.4 Continuous Wastes. Continuous wastes and fixture
    3. 701.5 Lead. (See Table 1701.1) Sheet lead shall comply with
    4. 701.6 Caulking Ferrules. Caulking ferrules shall be manufactur…
    5. 701.7 Soldering Bushings. Soldering bushings shall be
    6. 701.3 Drainage Fittings. Materials for drainage fittings
    7. 702.0 Fixture Unit Equivalents.702.1 Trap Size. The unit equiv…
    8. 702.2 Intermittent Flow. Drainage fixture units for intermitte…
    9. 702.3 Continuous Flow. For a continuous flow into a
    10. 703.2 Maximum Number of Fixture Units. Table 703.2
    11. 703.3 Sizing per Appendix C. For alternate method of
    12. 704.2 Single Vertical Drainage Pipe. Two fixtures set
    13. 704.3 Commercial Sinks. Pot sinks, scullery sinks, dishwashing…
    14. 705.1 ABS and ABS Co-Extruded Plastic Pipe andJoints. Joining …
    15. 705.2 Cast-Iron Pipe and Joints. Joining methods for
    16. 705.3 Copper or Copper Alloy Pipe (DWV) andJoints. Joining met…
    17. 705.4 Galvanized Steel Pipe and Joints. Joining methods for ga…
    18. 705.5 Polyethylene (PE) Sewer Pipe. Polyethylene (PE)
    19. 705.6 PVC and PVC Co-Extruded Plastic Pipe andJoining Methods.…
    20. 705.7 Stainless Steel Pipe and Joints. Joining methods for sta…
    21. 705.8 Vitrified Clay Pipe and Joints. Joining methods
    22. 705.9 Special Joints. Special joints shall comply with Section…
    23. 705.10 Joints Between Various Materials. Joints
    24. 706.2 Horizontal to Vertical. Horizontal drainage lines,
    25. 706.3 Horizontal to Horizontal. Horizontal drainage lines
    26. 706.4 Vertical to Horizontal. Vertical drainage lines connecti…
    27. 707.0 Cleanouts.707.1 Plug. Each cleanout fitting for cast-iro…
    28. 707.2 Approved. Each cleanout fitting and each cleanout
    29. 707.3 Watertight and Gastight. Cleanouts shall be
    30. 707.4 Location. Each horizontal drainage pipe shall be provide…
    31. 707.5 Cleaning. Each cleanout shall be installed so that it
    32. 707.6 Extension. Each cleanout extension shall be considered a…
    33. 707.7 Interceptor. Each cleanout for an interceptor shall be
    34. 707.8 Access. Each cleanout, unless installed under an
    35. 707.9 Clearance. Each cleanout in piping 2 inches (50 mm)
    36. 707.10 Fittings. Cleanout fittings shall be not less in size
    37. 707.11 Pressure Drainage Systems. Cleanouts shall be
    38. 707.12 Countersunk Cleanout Plugs. Countersunk
    39. 707.13 Hubless Blind Plugs. Where a hubless blind plug
    40. 707.14 Trap Arms. Cleanouts for trap arms shall be installed
    41. 708.0 Grade of Horizontal Drainage Piping.708.1 General. Horiz…
    42. 710.0 Drainage of Fixtures Located Below the Next
    43. 710.2 Sewage Discharge. Drainage piping serving fixtures that …
    44. 710.3 Sewage Ejector and Pumps. A sewage ejector or
    45. 710.4 Discharge Line. The discharge line from such ejector, pu…
    46. 710.5 Size of Building Drains and Sewers. Building
    47. 710.6 Backwater Valves. Backwater valves, gate valves,
    48. 710.7 Drainage and Venting Systems. The drainage and
    49. 710.8 Sump and Receiving Tank Construction. Sumps
    50. 710.9 Alarm. Such sumps and receiving tanks shall be automatic…
    51. 710.10 Sump and Receiving Tank Covers and Vents.
    52. 710.11 Air Tanks. Air tanks shall be so proportioned as to be
    53. 710.12 Grinder Pump Ejector. Grinder pumps shall be
    54. 710.13 Macerating Toilet Systems and PumpedWaste Systems. Fixt…
    55. 712.2 Water Test. The water test shall be applied to the
    56. 712.3 Air Test. The air test shall be made by attaching an
    57. 713.2 Private Sewage Disposal System. Where no public sewer in…
    58. 713.3 Public Sewer. Within the limits prescribed by Section 71…
    59. 713.4 Public Sewer Availability. The public sewer shall be
    60. 711.0 Suds Relief.711.1 General. Drainage connections shall no…
    61. 713.5 Permit. No permit shall be issued for the installation,
    62. 713.6 Lot. On every lot or premises hereafter connected to
    63. 713.7 Installation. In cities, counties, or both where the
    64. 714.2 Prohibited Water Discharge. No rain, surface, or
    65. 714.3 Prohibited Sewer Connection. No cesspool, septic tank, s…
    66. 714.4 Commercial Food Waste Disposer. The Authority Having Jur…
    67. 714.5 Tanks. An approved type, watertight sewage or wastewater…
    68. 715.2 Joining Methods and Materials. Joining methods
    69. 715.3 Existing Sewers. Replacement of existing building
    70. 717.2 [AGR] Meat and Poultry Processing Plants. The
    71. 718.2 Support. Building sewer piping shall be laid on a firm
    72. 718.3 Protection from Damage. No building sewer or
    73. 719.2 No Additional Cleanouts. Where a building sewer
    74. 719.3 Building Sewer Cleanouts. Required building
    75. 719.4 Cleaning. Each cleanout shall be installed so that it
    76. 719.5 Access. Cleanouts installed under concrete or asphalt
    77. 719.6 Manholes. Approved manholes shall be permitted to
    78. 720.0 Sewer and Water Pipes.720.1 General. Building sewers or …
    79. 721.0 Location.721.1 Building Sewer. Except as provided in Sec…
    80. 721.2 Abutting Lot. Nothing contained in this code shall be
    81. 724.2 Toilet soil lines shall be separated from house drainage
    82. 726.2 Toilet soil lines shall be separated from house drainage
    83. 727.0 [OSHPD 1] Emergency Sanitary Drainage.727.1 For new acut…
    84. 722.2 Cesspools, Septic Tanks, and Seepage Pits. A
    85. 722.3 Filling. The top cover or arch over the cesspool, septic…
    86. 722.4 Ownership. No person owning or controlling a
    87. 722.5 Disposal Facilities. Where disposal facilities are
  8. Chapter 8 — INDIRECT WASTES
  9. Chapter 9 — VENTS
  10. Chapter 10 — TRAPS AND INTERCEPTORS
  11. Chapter 11 — STORM DRAINAGE
  12. Chapter 12 — FUEL GAS PIPING
  13. Chapter 13 — HEALTH CARE FACILITIES AND MEDICAL GAS AND MEDICA…
  14. Chapter 14 — FIRESTOP PROTECTION
  15. Chapter 15 — ALTERNATE WATER SOURCES FOR NONPOTABLE APPLICATIONS
  16. Chapter 16 — NONPOTABLE RAINWATER CATCHMENT SYSTEMS
  17. Chapter 17 — REFERENCED STANDARDS
  18. Appendix A — RECOMMENDED RULES FOR SIZING THE WATER SUPPLY SYS…
  19. Appendix B — EXPLANATORY NOTES ON COMBINATION WASTE AND VENT S…
  20. Appendix C — ALTERNATE PLUMBING SYSTEMS
  21. Appendix D — SIZING STORM WATER DRAINAGE SYSTEMS
  22. Appendix E — MANUFACTURED/MOBILE HOME PARKS AND RECREATIONAL V…
  23. Appendix F — FIREFIGHTER BREATHING AIR REPLENISHMENT SYSTEMS
  24. Appendix G — SIZING OF VENTING SYSTEMS
  25. Appendix H — PRIVATE SEWAGE DISPOSAL SYSTEMS
  26. Appendix I — INSTALLATION STANDARD FOR PEX TUBING SYSTEMS FOR …
  27. Appendix J — COMBINATION OF INDOOR AND OUTDOOR COMBUSTION AND …
  28. Appendix K — POTABLE RAINWATER CATCHMENT SYSTEMS
  29. Appendix L — SUSTAINABLE PRACTICES
  30. Appendix M — PEAK WATER DEMAND CALCULATOR

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